COAL TRANSPORTABLE MOISTURE LIMIT PROJECT. Technical Submission to the Australian Maritime Safety Authority

Size: px
Start display at page:

Download "COAL TRANSPORTABLE MOISTURE LIMIT PROJECT. Technical Submission to the Australian Maritime Safety Authority"

Transcription

1 COAL TRANSPORTABLE MOISTURE LIMIT PROJECT Technical Submission to the Australian Maritime Safety Authority 25 th November 2014 Page 1 of 24

2 TABLE OF CONTENTS 1. Executive Summary Recommendations for Implementation Background - Ship casualty study Review of current TML tests described in IMSBC code Flow table test Penetration test Proctor/Fagerberg Test Scope of scientific study Suite of coals Sample preparation Cargo bulk density investigation Development and evaluation of modified Proctor/Fagerberg test conditions Apparatus Selection of compaction hammer Sample reconstitution Maintenance of particle size Interpretation of results Summary of results for coals used in the study Repeatability and reproducibility - Interpretation of results Blends Recommendations Conclusion References Page 2 of 24

3 1. Executive Summary This report provides a summary of the technical background to the modified Proctor/Fagerberg method for determination of Transportable Moisture Limit (TML) for coal. This method has been developed through extensive research undertaken by the Australian coal industry under the auspices of the Australian Coal Association Research Program (ACARP). The scope of this research was reported to the CCC1 session of the IMO in September 2014 (1). The IMSBC Code (2) describes three methods for determination of bulk cargo transportable moisture limit (TML). In each case maximum particle size for application of the test method is less than the typical maximum particle size of Australian export coals, which are typically sized from zero to 50 mm. Key aspects of the original Proctor/Fagerberg procedure which have been modified are: Selection of a larger, 150 mm diameter test cell; Preparation of 25 mm top size sample by a specified reconstitution procedure; and Compaction using a D energy hammer in place of the IMSBC code specified hammer to ensure that material bulk density is consistent with that measured in the cargo hold of a bulk carrier. The report describes the scientific basis for these modifications and test procedure is described in the document titled Modified Proctor/Fagerberg method for coal. The modified TML method returns one of two results for each coal tested: A non Group A designation for where leakage is observed from the cell prior to reaching 70% saturation. By reference to the IMSBC Code s7.2.2, such coals are cargoes where liquefaction does not occur and hence are Group B only. A Transportable Moisture Limit for coal that is liable to liquefaction. For coal that is able to achieve 70% saturation without water leaking from the test cell, a PFD70 value is reported, which is representative of the Transportable Moisture Limit for the coal. As noted in CCC 1/5/8 (1), further research work has been carried out and this work still continues. The results of the full study will be documented for submission to the IMO CCC2 meeting in September 2015 for which papers will be submitted in June Recommendations for Implementation It is recommended that: 1. The Modified Proctor/Fagerberg method for Coal be adopted for application to materials transported in accordance with the Coal schedule in Appendix 1 of the IMSBC code (2). 2. Where cargoes are assembled by blending multiple coal products, the transportable moisture limit of the overall cargo shall be established by either: Directly measuring the transportable moisture limit of the blended product, or Through adopting the minimum transportable moisture limit value of the individual cargo constituents. Page 3 of 24

4 3. Background - Ship casualty study A systematic study was undertaken of all reported ship casualties from January 1978 to June 2014, which covered over 1900 events relating to vessels of greater than 10,000 dwt. The investigation found no cases where liquefaction of a coal cargo led to a vessel casualty. However: Bulk carriers transporting coal accounted for 18% of total casualties. All casualties reported as having a type of foundered were investigated to determine any link to cargo destabilisation as the cause. The review identified seven nickel-ore cargoes where the vessel was reported to have foundered. Of these, four were identified as having capsized or sunk. One vessel with a cargo of iron ore was identified as having sunk on a voyage from India to China in In respect of coal cargoes, there were eight events where the vessel was reported as having foundered. In all cases the cause was reported as either taking in water or mechanical failure. 4. Review of current TML tests described in IMSBC code A systematic review was undertaken to establish the potential for each of the three published transportable moisture limit tests to be extended to be suitable for 50mm coal cargoes, and a summary of the finding for each method is presented below. 4.1 Flow table test The scale of this test is designed for bulk cargoes where the maximum particle size is 7 mm. There is no scope to upscale the test to suit a material with the size distribution of coal and Appendix 2 of the IMSBC code states It (flow table test) may also be applicable to materials with a maximum grain size up to 7 mm. It will not be suitable for materials coarser than this The flow table test has not been further investigated for application to 50 mm top size coal. 4.2 Penetration test Appendix 2 of the IMSBC Code describes this test as being suitable for mineral concentrates, similar materials and coals up to a top size of 25 mm using the larger diameter test cell. This Appendix does not make reference to treatment of coals of greater than 25 mm top size although almost all seaborne traded coals are sold to a specified top size of 50 mm. In the limited time available the penetration test has not been developed for application to 50 mm top size coal due to the potential need to optimise test parameters beyond particle size reconstitution. 4.3 Proctor/Fagerberg Test The Proctor/Fagerberg test is described as applicable to fine and relatively coarse-grained ore concentrates or similar materials with a top size of 5 mm. Extensive investigation for adoption and improvement (such as that undertaken for application to coal) is recommended before application to coarser materials (IMSBC Code Appendix 2 Section (2) ). Recognising the effective application of a modified Proctor/Fagerberg test to iron ore fines, this test has been modified for determination of TML for 50 mm top size coal. Areas requiring development were: Page 4 of 24

5 Sample preparation to yield valid results for 50 mm coal whilst allowing TML determination in a simple small scale test; Selecting the size of the apparatus to match the sample preparation; Ensuring that the test conditions closely represent the in-hold cargo status particularly in respect of bulk density; and Confirmation of the repeatability and reproducibility of the method. Appendix 2 of the Code in Section (2) states the Proctor/Fagerberg method should not be used for coal or other porous materials. Whilst the code offers no rationale for this comment, the present research examined two aspects to ensure validity of the method: 1. That coal particles are not significantly degraded through the compaction process as this would influence compaction in the Proctor/Fagerberg cell; and 2. Allowing sufficient time between adding moisture to a test sample and subsequently testing the coal for moisture equilibration between internal pores and fissures throughout the sample. 5. Scope of scientific study 5.1 Suite of coals A suite of 14 coals provided the basis for experimental work. These coals are representative of Australian export coal sourced from an arc of coalfields stretching over 1700 km from North Queensland to the Illawarra region of New South Wales. In the 2011/12 financial year Queensland exported around 165 Mt of coal from some 43 open cut and 13 underground mines. New South Wales, over the 2010/11 financial year exported around 120 Mt of coal from 30 underground and 31 open cut mines. The majority (72%) of Queensland coal was classified as metallurgical coal (used for coke making or pulverised coal injected to blast furnaces) with the remainder being thermal coal used in power generation and other industrial processes. The majority of the coal (~80%) exported from NSW was thermal coal with the remainder being metallurgical coals. To achieve the best spread of coal properties practicable within the suite of 14 coals the study has selected coals: From New South Wales (5 coals) and Queensland (9 coals); Mined from 8 different coal basins and 10 coal measures within those basins; Covering 13 washed coals and 1 unwashed coal; Spanning volatile matter content from low to high levels; Sold for metallurgical and thermal application; and Where particle size distribution covers the normal range of most Australian export coals. Page 5 of 24

6 Figure 1 - Coal size distribution for 30 Australian coals (in grey) and the 14 testt coals (in red) (note the log-log scale) Figure 1 overlays the particle size distributions of coals selected for the t study with 30 Australian coals. One of the coals included has a significantly coarser particle size s than thee remainderr of the reference coals. It was not possible to includee this coal in the study, as it is no longer shipped. 5.2 Sample preparation In principle the TML test can be specified on the basis of test samples which: a) Contain the full particle size distribution; b) Are reconstituted to createe a representative sample by removing large particles (e.g. above 25 mm) and replacing them with particles close in size to thee maximum test particle size; or c) Have had larger particles scalped from the original sample prior to testing. Each of these methods offers advantages and limitations as noted inn sections to below Full particle size distribution In the case of testing the full size distribution, impacts are: This test is most representative of thee material being characterised. For coals with 50 mm top size, representative testing requires a test celll diameter of 300 mmm with a similar height based on thee cell diameter being sixx times the largest particle diameter in order to ensure large particles do not interact in the t test. Thee test sample size would hence be approximately 20 kg. By contrast, the sample size for the Proctor/Fagerberg test described in the Code is approximate ely 1 kg. Larger test samples introduce manual handling hazards for laboratory operators as well as greater complexity. One particular consequence is that high-level diligence is required to avoid size segregation in the test cell, which would create errors in the results obtained. It is concluded that a test carried out with the full coal size distribution is not practical. Page 6 of 24

7 5.2.2 Scalping top size Scalping of the sample involves screening at the maximum particle size for the test and removing the oversize material. Impacts are: This method is simple to apply, however: Removal of oversize concentrates the fines fraction in the test sample; and As a consequence the test may be unrepresentative of the cargo Reconstituted sample The method of sample preparation selected for the modified Proctor/Fagerberg test is to reconstitute the sample by: 1. Designing test apparatus to use the most representative sub-sample whilst maintaining a practical top size, which is 25 mm; 2. Removing all particles above the maximum size for the test equipment; and 3. Replacing these with near size particles (16 x 25 mm). Impacts of this method are: Through appropriate selection of the maximum particle size, the proportion of the bulk sample material used in the test is; By replacing oversize particles with near size particles, concentration of fines in the test sample is avoided; and Balance is achieved in ensuring a representative sample whilst avoiding manual handling concerns and minimising particle size segregation. 5.3 Cargo bulk density investigation Eight cargoes of coal were nominated for in vessel bulk density determination, with the bulk density measured again at the discharge port on two of these cargoes to assess degree of compaction of the cargo during the voyage. Data were generated using 3 dimensional laser survey equipment and computer software to calculate material volume from the survey. The mass of coal was determined from belt weighers and confirmed against ship draft survey. Actual moisture content was measured on routine incremental samples taken during loading. Figure 2 below shows the 3 dimensional survey unit in place on a vessel. This unit was moved to each corner of the hold to allow the full cargo surface to be scanned. Figure 3 shows a representation of the cargo volume generated from the processing software and from which the cargo volume was calculated. Page 7 of 24

8 In each case, the hold was surveyed empty and again of completion of filling Figure 2 - Laser survey equipment in place on board a vessel Figure 3 - Representation of cargo from three-dimensional survey Page 8 of 24

9 6. Development and evaluation of modified Proctor/Fagerberg test conditions 6.1 Apparatus The standard Proctor/Fagerberg cell specified in the IMSBC Code has a diameter of 100 mm with total volume of 1 litre. Allowing cell diameter of 5 times the maximum particle size, this cell is suitable for maximum particle size of up to 20 mm. In order to deliver the test under the balanced conditions of 25 mm top size sample and avoidance of particle size segregation, the modified Proctor/Fagerberg test for coal specifies use of a 150 mm test cell with 2121 ml volumetric capacity. This configuration allows a maximum test particle size of 25mm with the cell diameter six times the maximum particle diameter. The D energy hammer dimensions have been scaled to allow the number of hammer drops to be maintained in moving to the larger diameter test cell. Cell and hammer details are given in Figure 4 and Table 1 below. Page 9 of 24

10 Removal extension piece Hammer 337.5g Mould Base Base Recess Drop Height 150mm Air relief hole Hammer Diameter 75mm Compaction Cylinder Compaction Hammer Figure 4 - Proctor/Fagerberg Cell and Hammer Page 10 of 24

11 Table 1 - Key dimensions of Proctor/Fagerberg Cell Parameter Units Dimension Tolerance Hammer mass g ± 2 Hammer diameter mm 75 ± 0.2 Drop height mm 150 ± 2 Mould inner diameter mm 150 ± 0.5 Mould inner height mm 120 ± 1 Mould inner volume cm ± 18 Removal extension piece height mm 75 ± Selection of compaction hammer Based on TML test development for iron ore, the compaction hammer energy was also reviewed resulting in selection of and the Proctor/Fagerberg D energy hammer. Figure 5 compares the in vessel bulk density calculated from surveys of selected holds containing the designated coals with the Proctor/Fagerberg wet bulk density at equivalent moisture. In all cases the D energy hammer results in bulk density marginally higher than that observed in a vessel. Comparison of Vessel and PF Test Bulk Density Bulk density (kg/cubic meter) D E F H O O Coal Designation 12% 11% 10% 9% 8% 7% 6% 5% 4% 3% 2% 1% Moisture (&%) Vessel wet bulk density PF test wet bulk density Total moisture % Figure 5 - Comparison of bulk density between Proctor/Fagerberg cell and vessel Page 11 of 24

12 In addition, Proctor/Fagerberg tests were carried out on 4 coals at the as received moisture using the C, D and E energy hammers. Note the C energy hammer is specified for use in the IMSBC code. As shown in Figure 6, dry bulk density decreased as the hammer energy decreased. In vessel dry bulk density consistent with Figure 5 varied from 830 to 930 kg/cubic metre with a mean of 897 kg/cubic metre. It is concluded that use of the C energy hammer results in over compaction of the sample, the E hammer results in under compaction. The D energy hammer provides maximum consistency with the bulk density measured in the vessel hold whilst continuing use of a standard proctor/fagerberg test hammer Bulk Density (tonnes /m 3 ) C Energy D Energy (1) D Energy (2) D Energy (3) E Energy 0.5 Coal A Coal B Coal D Coal G Coal type Figure 6 - Comparison of C, D and E energy hammers impact on bulk density at as received moisture 6.3 Sample reconstitution The reconstitution process removes particles larger than 25 mm and replaces them with mm particles. Figure 7 compares the resulting particle size distributions for coal D and shows the impact of reducing top size buy this method. Reconstitution serves to provide a test sub-sample, which is consistent with the bulk material in the finer size fractions which most impact potential for liquefaction. Page 12 of 24

13 100 Coal D - Particle Size Distribution Percent Finer (%) Reconstituted sample Full sample as received Sieve Opening (mm) Figure 7 - Coal D - Impact of reconstitution on particle size distribution Page 13 of 24

14 6.4 Maintenance of particle size Figure 8 - Coal A - Comparison of particle size distribution before and after testing Analysis was undertaken to review whether coal particles were degraded in sizee during compaction in the Proctor/Fagerberg cell by comparing the particle size distribution for coalss A and D between as received or reconstituted coal with that determined following testing. Figure 8 shows particle size distribution (PSD) for coal A prior to sample reconstitution and subsequently for six samples taken after testing and drying. In all cases the post-test particle size distributions were comparable with those prior to testing, indicating no n evidencee of particle attrition or degradation for this coal during compactionn in the new coal PF test. Figure 9 below shows similar dataa for coal D, again indicating no attrition of this coal under compaction in the Proctor/Fagerberg test cell. In this case, there are 2 particle size distributions shown prior to testing. One is for the t full as received material and thee second for the reconstituted sample prior to testing. Page 14 of 24

15 Figure 9 - Coal D - Comparison of particle size distribution before and after testing Figure 10 below showss scanning electron microscope images of +1-3 mm particles of coal B, with the left hand image showing particles prior to testing. The right hand image shows similarly sized particles following testing. Similar images aree shown in Figure 11 forr coal A. These images indicate no visible change in particle morphology. This observation coupled with no reduction in particle size following testing, indicates that the Proctor/ Fagerberg methodology does not cause particle size degradation, providingg confidencee the test is not in itself changing the properties of the product during the test. Figure 10 - Comparison of Coal B particles before (left) and after (right) testing Page 15 of 24

16 Figure 11 - Comparison of Coal A particles before (left) and after (right) testing In order to further characterise any potential size degradation, particle morphology has been compared before and after testing using the images in Figure 11. Comparison has been based on particle aspect ratio, polygonality and circularity, with results shown in Figure 12 for coal A. In the event of significant particle attrition, changes to particle morphology are expected. Figure 12 shows no discernible change in these measures consistent with there being no significant particle size degradation in the test. Tested Sample Untested Sample Nominal 3mm ~ 1mm samples Criterion 1 Aspect ratio Criterion 2 Polygonality Criterion 3 Circularity Figure 12 - Coal A - comparison of particle morphology before and after testing Page 16 of 24

17 6.5 Interpretation of results Void Ratio e Water Content W1 (%) Figure 13 - Typicall compaction curve for coal H Details of calculation of the compaction curvee generated by the modified Proctor/Fagerbergg test are included in Modified Proctor/Fagerberg Method for Coal (3) and are not repeated here. Figure 13 shows the compaction curve for a single determination on coal H. Features are: The compaction curve crosses the 70% saturation curve at total moisture (gross water) content of 15.4%; The optimum moisture content (OMC) at which level void ratio is minimised occurs at approximately 16.6% total moisture. The OMC is the moisture content at which bulk material strength is maximised m and for safety should lie above the moisture level nominated as thee TML. Consistent with the Proctor/Fagerberg method in the IMSBC Code Appendix A 2 Section (2), intersectionn of the compaction curve with the 70% saturation curve iss proposed as the TML for coal using the present method. Page 17 of 24

18 Figure 14 - Tests on coals returning TML at partially saturated and near fully saturated moisture content Typical coal and test cell appearance at 2 moisture contents are shown in Figure 14 for a coal which has returned a compaction curve whichh crosses the 70% saturation line. The left hand photographh shows partially saturated coal above the testt cell following removal of the collar. In the right hand photograph the coal appearance indicates a high degree of saturation. In the case of coals where moisture freely drains from the sample such that the test sample compaction curve does not extend to or beyond 70% saturation. In this case, moisture drains to the base of the cell and leaks from the joint where the cell is seated into the base. Further, coal above the top of the cell following removal of the collar appears unsaturated. An example is shown s in Figure 15. Following from this observation, for coals where there is visual evidence that water passes through the spacess between particles and the compaction curve does not extend to or beyond the 70% saturation line, the coal is deemedd to be free draining and a TML value is not applicable. By reference to the IMSBC Code s7.2.2, such coals are cargoes where liquefactionn does not occur. Page 18 of 24

19 Non-saturated top Moisture leaking at the base Moisture leaking at the base Figure 15 - Test showing water leakage from the base of the cell indicating moisture migration within the test sample 6.6 Summary of results for coals used in the study Figure 16 - Summary of results forr 14 Australian coals and 2 international coals Page 19 of 24

20 Table 2 - Summary of duplicate Proctor/Fagerberg test results for 14 Australian and 2 International coals Coal Sample A B C D E F G H J K L N O P X Y PFD70 - Test 1 (%) NA 15.6 NA NA NA NA NA NA 13.0 NA 15.4 NA PFD70 - Test 2 (%) NA 15.6 NA NA NA NA NA NA 13.3 NA 15.6 NA Figure 16 and Table 2 summarise results of testing the 14 Australian coals in the study, together with 2 international coals tested at the initiative of the respective producers with results provided by them for this study. For coals where PFD70 moisture content could not be determined, in Figure 16 the bar height represents the free draining saturated moisture content for that coal. Within the bar, the saturation degree at this moisture content is shown. In summary: 14 Australian coals were tested For 8 Australian coals, moisture was found to freely drain from the test sample at saturation levels below 70% and hence no PFD70 could be determined. The remaining 6 Australian coals returned PFD70 moisture content ranging from approximately 13% to approximately 15.5%. International coal X returned a PFD70 value of 15.5%, which is consistent with results obtained for Australian coals. International coal Y was found to freely drain from the test sample at saturation levels below 70% and hence no PFD70 could be determined. Page 20 of 24

21 6.7 Repeatability and reproducibility - Interpretation of results PFD70 repeatability tests Moisture Content (% wet base ) 20% 19% 18% 17% 16% 15% 14% 13% 12% 11% 10% 9% 8% 7% 6% 5% 4% 3% 2% 1% 0% PFD70 original duplicate, test 1 PFD70 original duplicate, test 2 PFD70 repeatability, test 1 PFD70 repeatability, test 2 E 1 E 2 F H 1 H 2 H Ship Figure 17 - Repeatability of PFD70 Moisture Content Development of the modified Proctor/Fagerberg test was undertaken using duplicate determinations. Figure 17 compares repeat determinations on coals E, F and H. In the case of coal E, duplicate determinations were completed on each of 2 samples of the bulk coal taken on different dates. Coal H also had 2 samples supplied at different times on which duplicate determinations were performed together with a single determination on a third sample taken in association with the vessel survey for bulk density determination. Evident from Figure 17 is: a) Repeat determinations on the same bulk sample yield PFD70 results with a range of < 0.5 percentage points; and b) The test is sensitive to changes between different bulk samples. Further, in the case of each coal tested where water was observed to leak from the apparatus prior to reaching the 70% saturation line, the same result was obtained in the duplicate test. The reproducibility of determinations for the modified test was then assessed, by testing the same coal bulk sample at a second laboratory. Results are summarised in Figure 18, which illustrates: Average results PFD70 on each coal are within 0.6 percentage points; Both laboratories showed similar repeatability between determinations on the same bulk sample; and Page 21 of 24

22 Although not shown on Figure 18, both laboratories consistently identified coals where water was observed to pass through the spaces between particles and the compaction curve does not extend to or beyond the 70% saturation line. PFD70 reproducability tests PFD70 Moisture Content (%) 20% 19% 18% 17% 16% 15% 14% 13% 12% 11% 10% 9% 8% 7% 6% 5% 4% 3% 2% 1% 0% PFD70 repeatability, test 1 PFD70 repeatability, test 2 PFD70 repeatability, test 3 PFD70 (ATC Williams), test 1 PFD70 (ATC Williams), test 2 PFD70 (ATC Williams), test 3 E 2 F H 2 Figure 18 - Results of reproducibility assessment across 2 laboratories 6.8 Blends Coal producers regularly ship blends of coal brands for which it is considered impractical to periodically determine a representative TML. Blend components and ratios regularly vary over wide range. In order to identify a potential protocol for reporting a TML for a blend of coals where TML analysis has been undertaken for the individual brand coals but not for a blend representative of that being shipped, two blends of test coals have been tested at different blend ratios in order to estimate the impact of blending on the resulting cargo TML. Figure 19 shows the impact on PFD70 from blending coals B and O. This graph suggests the variation of TML with blending ratio is approximately linear. Figure 20 shows a similar plot for coals H and N, noting that coal N freely drains in the test cell at saturation below 70%. In this case, blends of up to 50% coal N with coal H maintain the PFD70 value record for coal H, with the value increasing at a blend with 75% coal N. Based on the findings of this initial work, and in order to ensure a safe interim protocol, it is recommended that in the case of blended cargoes, where a TML has not previously been established, that shippers should adopt the minimum TML value of individual cargo constituents as the TML value for the cargo. Page 22 of 24

23 Figure 19 - PFD70 results for blends of coal B with coal O Figure 20 - PFD70 results for blends of coal H with coal N (note coal N does not return a PFD70 moisture conten as water freely drains at moisture content below 70% saturation) Page 23 of 24

24 7. Recommendations It is recommended that: 3. The Modified Proctor/Fagerberg method for Coal be adopted for application to materials transported in accordance with the Coal schedule in Appendix 1 of the IMSBC code (2). 4. Where cargoes are assembled by blending multiple coal products, the transportable moisture limit of the overall cargo shall be established by either: Directly measuring the transportable moisture limit of the blended product, or Through adopting the minimum transportable moisture limit value of the individual cargo constituents. 8. Conclusion The Proctor/Fagerberg test described in the IMSBC Code for the purpose of reporting transportable moisture limit for bulk materials, which may liquefy, has been modified to the extent necessary to allow its application to coal with a top size of 50 mm. The modified test returns one of two results for each coal tested: 1) A critical moisture content which is determined from the intersection of the compaction curve and the line S = 70% degree of saturation, with the gross (total) water content corresponding to this intersection being defined as the PFD70 value. The PFD70 value is reported as the Transportable Moisture Limit. 2) In coals where visual evidence as noted above indicates water passes through the spaces between particles and the compaction curve does not extend to or beyond the 70% saturation line, the coal is deemed to be free draining and a TML value is not applicable. By reference to the IMSBC Code s7.2.2, such coals are cargoes where liquefaction does not occur and hence are Group B only. As noted in CCC 1/5/8 (1), further research work has been carried out and continues. The results of the full study will be documented for submission to the IMO CCC2 meeting in September 2015 for which papers must be submitted in June References 1. CCC 1/5/8 Australian Coal Industry Liquefaction Research Project, Sub-committee on Carriage of Cargoes and Containers, 1 st Session, 4 July IMSBC Code (2013), International maritime solid bulk cargoes code, International Maritime Organization. 3. Modified Proctor/Fagerberg method for coal, November Page 24 of 24

A REVIEW OF THE NEWLY DEVELOPED METHOD USED TO PREVENT LIQUEFACTION OF IRON ORE FINES ON BULK CARRIERS

A REVIEW OF THE NEWLY DEVELOPED METHOD USED TO PREVENT LIQUEFACTION OF IRON ORE FINES ON BULK CARRIERS A REVIEW OF THE NEWLY DEVELOPED METHOD USED TO PREVENT LIQUEFACTION OF IRON ORE FINES ON Michael C. Munro and Abbas Mohajerani School of Civil, Environmental and Chemical Engineering, RMIT University,

More information

GUIDELINES FOR DEVELOPING AND APPROVING PROCEDURES FOR SAMPLING, TESTING AND CONTROLLING THE MOISTURE CONTENT FOR SOLID BULK CARGOES WHICH MAY LIQUEFY

GUIDELINES FOR DEVELOPING AND APPROVING PROCEDURES FOR SAMPLING, TESTING AND CONTROLLING THE MOISTURE CONTENT FOR SOLID BULK CARGOES WHICH MAY LIQUEFY E 4 ALBERT EMBANKMENT LONDON SE1 7SR Telephone: +44 (0)20 7735 7611 Fax: +44 (0)20 7587 3210 MSC.1/Circ.1454/Rev.1 15 June 2015 GUIDELINES FOR DEVELOPING AND APPROVING PROCEDURES FOR SAMPLING, TESTING

More information

Chapter 11. Direct Reduced Iron (DRI)

Chapter 11. Direct Reduced Iron (DRI) Chapter 11 Direct Reduced Iron (DRI) The world market for steel is expected to continue to increase. The volume of steel produced by the, now old-fashioned, blast furnace process is already very low and

More information

The Influence of Organic Polymer on Parameters Determining Ability to Liquefaction of Mineral Concentrates

The Influence of Organic Polymer on Parameters Determining Ability to Liquefaction of Mineral Concentrates International Journal on Marine Navigation and Safety of Sea Transportation Volume 4 Number 4 December 21 The Influence of Organic Polymer on Parameters Determining Ability to Liquefaction of Mineral Concentrates

More information

To the Members February 2011

To the Members February 2011 To the Members February 2011 Dear Sirs, Indonesia and the Philippines Safe Carriage of Nickel Ore Cargoes Introduction As members may be aware in October and November 2010 three vessels the Jian Fu Star,

More information

Liquefaction of Bulk Cargoes

Liquefaction of Bulk Cargoes 7 th Asian Shipbuilding Experts Forum (ASEF) Liquefaction of Bulk Cargoes - Introduction of the ClassNK Activities for the Safe Carriage of Nickel Ore - Hull Department, ClassNK 7 November 2013 1 Contents

More information

Liquefying Bulk Cargoes

Liquefying Bulk Cargoes Bulk Lessons learned about nickel ore William Moore, Dr. Eng. Senior Vice President Shipowners Claims Bureau, Inc. New York, NY John Poulson Senior Vice President & Principal Surveyor Atlantic Marine Associates

More information

Liquefying Bulk Cargoes

Liquefying Bulk Cargoes Bulk Lessons learned about nickel ore MARINE INSURANCE DAY SEMINAR 27 September 2013 William Moore, Dr. Eng. Senior Vice President The American Club New York, NY PAGE 1 Overview Concerns about nickel ore

More information

NLA Test & Measurement 2011 Workshops Roodevallei conference & meeting Hotel 19 th 20 th September 2011

NLA Test & Measurement 2011 Workshops Roodevallei conference & meeting Hotel 19 th 20 th September 2011 NLA Test & Measurement 2011 Workshops Roodevallei conference & meeting Hotel 19 th 20 th September 2011 Currents test methods on SABS website Summary of changes for granular methods Grading revisions General

More information

SECTION CEMENTITIOUS TREATED CRUSHED ROCK FOR PAVEMENT SUBBASE

SECTION CEMENTITIOUS TREATED CRUSHED ROCK FOR PAVEMENT SUBBASE SECTION 815 - CEMENTITIOUS TREATED CRUSHED ROCK FOR PAVEMENT SUBBASE ##This section cross-references Sections 175, 306, 801, 812 and 821. If any of the above sections are relevant, they should be included

More information

Appendix 4. Standard format for the Procedures and Arrangements Manual. Annex II

Appendix 4. Standard format for the Procedures and Arrangements Manual. Annex II Appendix 4 : Regulations for the Control of Pollution by NLS Standard format for the Procedures and Arrangements Manual Note 1: The format consists of a standardized introduction and index of the leading

More information

CE 240 Soil Mechanics & Foundations Lecture 3.3. Soil Compaction (Das, Ch. 5)

CE 240 Soil Mechanics & Foundations Lecture 3.3. Soil Compaction (Das, Ch. 5) CE 240 Soil Mechanics & Foundations Lecture 3.3 Soil Compaction (Das, Ch. 5) Class Outlines Soil compaction introduction Standard Proctor Compaction Test Effect of Compaction Energy Modified Proctor Compaction

More information

ENGINEERING SERVICES

ENGINEERING SERVICES ENGINEERING SERVICES www.elb.co.za Bulk Materials Handling ABOUT ELB ENGINEERING SERVICES ELB Engineering Services (ELB) is an internationally recognised technology driven holistic solutions provider to

More information

Influence of high grade iron ore usage on the performance of SEA Blast Furnaces

Influence of high grade iron ore usage on the performance of SEA Blast Furnaces Influence of high grade iron ore usage on the performance of SEA Blast Furnaces Vinicius M Oliveira, Prachethan Kumar, Dauter Oliveira SEAISI 2017, May 22-24, Singapore This presentation may include statements

More information

DRI, Pellets and Regulation

DRI, Pellets and Regulation DRI, Pellets and Regulation METAL BULLETIN 5 TH WORLD DRI & PELLETS CONGRESS April 26th 2017 MB DRI & PELLETS CONGRESS 1 Disclaimer This presentation is intended for information purposes only and is not

More information

t ghi yr Cop

t ghi yr Cop In many situations, soil itself is used as a construction material Highway embankments Railway embankments Earth dams Highway / Airfield pavements Backfilled trenches Landfills When soil is used as foundation

More information

PORT OF PORT HEDLAND - BULK PRODUCT MANAGEMENT PROCEDURE

PORT OF PORT HEDLAND - BULK PRODUCT MANAGEMENT PROCEDURE TABLE OF CONTENTS 1. PURPOSE... 2 2. SCOPE... 2 3. RESPONSIBILITIES... 2 4. SPECIFICATION OF BULK MINERAL PRODUCTS... 3 4.1 PROVISION OF ONGOING INFORMATION...4 4.2 SAMPLING...5 4.3 PRODUCT DEM AND MOISTURE

More information

Chapter 13. Scrap Metal. Borings, Shavings, Cuttings and Turnings 13.1

Chapter 13. Scrap Metal. Borings, Shavings, Cuttings and Turnings 13.1 Chapter 13 Scrap Metal 13.1 Borings, Shavings, Cuttings and Turnings Ferrous materials, in the form of iron swarf, steel swarf, borings, shavings or cuttings, are classified in the IMO International Maritime

More information

INDIAN INSTITUTE OF TECHNOLOGY GANDHINAGAR Department of Civil Engineering Soil Mechanics Laboratory

INDIAN INSTITUTE OF TECHNOLOGY GANDHINAGAR Department of Civil Engineering Soil Mechanics Laboratory THEORY: INDIAN INSTITUTE OF TECHNOLOGY GANDHINAGAR CONSOLIDATION TEST- (OEDOMETER TEST) (IS 2720-PART-15-1986) Reaffirmed-2002 When a compressive load is applied to soil mass, a decrease in its volume

More information

BACKFILL COMPACTION FOR VOLCLAY WATERPROOFING: An Essential Ingredient for a Successful Project

BACKFILL COMPACTION FOR VOLCLAY WATERPROOFING: An Essential Ingredient for a Successful Project BACKFILL COMPACTION FOR VOLCLAY WATERPROOFING: An Essential Ingredient for a Successful Project For several years, CETCO has required that soil backfill placed against a foundation wall with Volclay waterproofing

More information

Mining in a Day Seminar Balikpapan. 2 nd September 2015

Mining in a Day Seminar Balikpapan. 2 nd September 2015 Mining in a Day Seminar Balikpapan 2 nd September 2015 Exploration Test Program Design Page 2 Exploration Test Program Design Factors to be considered when designing test program Existing databases. Little

More information

DETERMINATION OF WORKABILITY OF FRESH CONCRETE BY SLUMP TEST

DETERMINATION OF WORKABILITY OF FRESH CONCRETE BY SLUMP TEST DETERMINATION OF WORKABILITY OF FRESH CONCRETE BY SLUMP TEST Aim: To determine the workability of concrete by Slump test as per IS : 1199-1959 Mould - in the form of the frustum of a cone having the following

More information

Truck Mixer, Agitator and Front Discharge Concrete Carrier. Standards. TMMB Printing

Truck Mixer, Agitator and Front Discharge Concrete Carrier. Standards. TMMB Printing Truck Mixer, Agitator and Front Discharge Concrete Carrier Standards TMMB 100-01 2001 Printing Your Choice is Complete New Standards provide for mixing performance evaluated truck mixers with a size for

More information

Guidance on disposal of cargo residues in line with MARPOL Annex V

Guidance on disposal of cargo residues in line with MARPOL Annex V Guidance on disposal of cargo residues in line with MARPOL Annex V Introduction As has been covered in our previous guidance, preparation of cargo holds for the carriage of their next intended cargo is

More information

RAW MATERIALS AND IRONMAKING. Raw materials improvement in the steel industry

RAW MATERIALS AND IRONMAKING. Raw materials improvement in the steel industry Raw materials improvement in the steel industry The World Steel Association has recently completed a major technical study: Raw Materials Improvement in the Steel Industry. This article gives a summary

More information

COAL STOCKPILES IN INDIAN POWER PLANTS. H Ramakrishna TCE Consulting Engineers Limited 73/1, St Marks Road, Bangalore , Karnataka, India

COAL STOCKPILES IN INDIAN POWER PLANTS. H Ramakrishna TCE Consulting Engineers Limited 73/1, St Marks Road, Bangalore , Karnataka, India SUMMARY: Coal will be transported to the power plant by belt conveyors in case of pit head power plants. In case of power plants located far away from the mines, coal will be transported by rail. In some

More information

WF VAN DER VYVER

WF VAN DER VYVER DETERMINATION OF FACTORS INFLUENCING THE DEGREE OF REDUCTION DISINTEGRATION IN NORTHERN CAPE LUMP ORE AND THE ROLE OF GANGUE MINERALS IN THE PROPAGATION OF CRACKS WF VAN DER VYVER Dissertation submitted

More information

Mix Design and Pumped Concrete

Mix Design and Pumped Concrete Mix Design and Pumped Concrete A simple method of concrete mix design for pumpable concrete based on an estimated weight of the concrete per unit volume is described in the paper. The tables and figures

More information

FINAL REPORT: Laboratory evaluation of SupraSorb rootzone amendment material for sports turf rootzone mixes

FINAL REPORT: Laboratory evaluation of SupraSorb rootzone amendment material for sports turf rootzone mixes FINAL REPORT: Laboratory evaluation of rootzone amendment material for sports turf rootzone mixes Report date: 18 June 2013 Consultant: Dr Christian Spring, Head of Soils Laboratory AustraBlend Pty Ltd

More information

METHOD OF TEST FOR EVALUATION OF SUPERPLASTICIZING ADMIXTURES FOR CONCRETE

METHOD OF TEST FOR EVALUATION OF SUPERPLASTICIZING ADMIXTURES FOR CONCRETE Laboratory Testing Manual Date: 02 07 01 Page 1 of 7 METHOD OF TEST FOR EVALUATION OF SUPERPLASTICIZING ADMIXTURES FOR CONCRETE 1. SCOPE This method covers physical requirements and qualification tests

More information

IMO REVIEW OF THE BC CODE, INCLUDING EVALUATION OF PROPERTIES OF SOLID BULK CARGOES. Report of the Working Group at DSC 8 ***

IMO REVIEW OF THE BC CODE, INCLUDING EVALUATION OF PROPERTIES OF SOLID BULK CARGOES. Report of the Working Group at DSC 8 *** INTERNATIONAL MARITIME ORGANIZATION E IMO SU-OMMITTEE ON DANGEROUS GOODS, SOLID ARGOES AND ONTAINERS 9th session Agenda item 9 DS 9/4/Add.4 10 May 2004 Original: ENGLISH REVIEW OF THE ODE, INLUDING EVALUATION

More information

Welcome. Integrated Planning & Optimization for Mining

Welcome. Integrated Planning & Optimization for Mining Welcome Integrated Planning & Optimization for Mining About Us Australian founded and based: Brisbane, Melbourne, Adelaide, Perth, Toronto, RSA, Europe, Brazil. Acquired by Schneider Electric August 2012

More information

The South African Coal Chain 2011

The South African Coal Chain 2011 The South African Coal Chain 2011 1Mt Stocks 181.4Mt Washing Local Use 24.0Mt 50.4Mt 4.0Mt 40.0Mt 18 Exports 64.0Mt 303.6Mt Run-of-Mine Production Discards 51.8Mt Synfuels 44.0Mt Electricity 120.8Mt 1.4Mt

More information

Australian Standard. Metal castings. Part 1: Ferrous sand moulded AS (Incorporating Amendment No. 1) AS

Australian Standard. Metal castings. Part 1: Ferrous sand moulded AS (Incorporating Amendment No. 1) AS AS 4738.1 2004 (Incorporating Amendment No. 1) AS 4738.1 2004 Australian Standard Metal castings Part 1: Ferrous sand moulded This Australian Standard was prepared by Committee MT-001, Iron and Steel.

More information

IMO REVIEW OF THE BC CODE, INCLUDING EVALUATION OF PROPERTIES OF SOLID BULK CARGOES. Transport of Wood Pellets. Submitted by Canada and Sweden

IMO REVIEW OF THE BC CODE, INCLUDING EVALUATION OF PROPERTIES OF SOLID BULK CARGOES. Transport of Wood Pellets. Submitted by Canada and Sweden INTERNATIONAL MARITIME ORGANIZATION E IMO SUB-COMMITTEE ON DANGEROUS GOODS, SOLID CARGOES AND CONTAINERS 9th session Agenda item 4 DSC 9/4/3 1 July 2004 Original: ENGLISH REVIEW OF THE BC CODE, INCLUDING

More information

Carriage of Dangerous Goods and Harmful Substances

Carriage of Dangerous Goods and Harmful Substances MANX SHIPPING NOTICE DEPARTMENT OF ECONOMIC DEVELOPMENT MSN 056 Issued 01 August 2015 Carriage of Dangerous Goods and Harmful Substances This Notice provides information on Isle of Man Regulations which

More information

Shear Strength Characteristics of Coal Dust Mixed Pilani Soil

Shear Strength Characteristics of Coal Dust Mixed Pilani Soil IJISET International Journal of Innovative Science, Engineering & Technology, Vol. 3, Issue, 6. ISSN 348-7968 Shear Strength Characteristics of Mixed ilani Soil Kamalesh Kumar, Utpal Sannyashi Department

More information

DISCLAIMER. This document is current at the date of downloading. Hunter Water may update this document at any time.

DISCLAIMER. This document is current at the date of downloading. Hunter Water may update this document at any time. DISCLAIMER This Standard Technical Specification was developed by Hunter Water to be used for construction or maintenance of water and/or sewerage works that are to become the property of Hunter Water.

More information

Converting slurry tailings facilities to filtered dry stacks a case history. John Lupo Newmont Mining Corporation Marcelo Mussé - Consultant

Converting slurry tailings facilities to filtered dry stacks a case history. John Lupo Newmont Mining Corporation Marcelo Mussé - Consultant Converting slurry tailings facilities to filtered dry stacks a case history John Lupo Newmont Mining Corporation Marcelo Mussé - Consultant Objectives General discussion on the geotechnical issues. Case

More information

Maritime Safety Committee s 89 th Session

Maritime Safety Committee s 89 th Session News Update American Bureau of Shipping September 2011 Vol.20, No.2 Maritime Safety Committee s 89 th Session 11 to 20 May 2011 http://www.eagle.org/eagleexternalportalweb / Resources / Regulatory Information

More information

Commodity XL Metals and Mining

Commodity XL Metals and Mining TRIPLE POINT BROCHURE Commodity XL Metals and Mining OPTIMIZATION / PLANNING / EXECUTION TRIPLE POINT TECHNOLOGY TPT.COM METALS AND MINING Commodity XL Metals and Mining Overview THE COAL AND MINERAL MINING

More information

Statistics Overview. Vancouver Fraser Port Authority

Statistics Overview. Vancouver Fraser Port Authority Statistics Overview Vancouver Fraser Port Authority 2017 Table of contents Overview 1 Foreign vessel traffic 2 Cargo summary by sector 2 Bulk sector 3 Container units and TEUs 4 Container sector 5 Breakbulk

More information

Topic #4 Soil Compaction

Topic #4 Soil Compaction Topic #4 Soil Compaction What is Compaction? A simple ground improvement technique, where the soil is densified through external compactive effort. Compactive Effort + Water = 2 Compaction and Phase Diagram

More information

PRACTICAL COURSE III CLASSIFICATION & COMPACTION. Res. Assist. İREM KALIPCILAR

PRACTICAL COURSE III CLASSIFICATION & COMPACTION. Res. Assist. İREM KALIPCILAR PRACTICAL COURSE III CLASSIFICATION & COMPACTION Res. Assist. İREM KALIPCILAR Group index REMINDER GI = (F 200-35)[0.2 + 0.005 (LL-40)]+0.01(F 200-15)(PI-10) FOR GROUP A-2-6 and A-2-7 GI = 0.01(F 200-15)(PI-10)

More information

MATERIAL SPECIFICATION FOR SODIUM CHLORIDE SOLID AND SODIUM CHLORIDE SOLUTION

MATERIAL SPECIFICATION FOR SODIUM CHLORIDE SOLID AND SODIUM CHLORIDE SOLUTION ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS.MUNI 2502 APRIL 2017 MATERIAL SPECIFICATION FOR SODIUM CHLORIDE SOLID AND SODIUM CHLORIDE SOLUTION TABLE OF CONTENTS 2502.01 SCOPE 2502.02 REFERENCES

More information

TESTING SOIL CONDITIONS FOR VEHICLE SECURITY BARRIER TESTS

TESTING SOIL CONDITIONS FOR VEHICLE SECURITY BARRIER TESTS TESTING SOIL CONDITIONS FOR VEHICLE SECURITY BARRIER TESTS May 2015 Disclaimer Reference to any specific commercial product, process or service by trade name, trademark, manufacturer, or otherwise, does

More information

NOTES TO THE SPECIFICATION FOR REPEATED LOAD TRIAXIAL (RLT) TESTING FOR PAVEMENT MATERIALS

NOTES TO THE SPECIFICATION FOR REPEATED LOAD TRIAXIAL (RLT) TESTING FOR PAVEMENT MATERIALS NOTES TO THE SPECIFICATION FOR REPEATED LOAD TRIAXIAL (RLT) TESTING FOR PAVEMENT MATERIALS 1. SCOPE This specification details the 6 stage permanent strain Repeated Load Triaxial (RLT) test. The RLT test

More information

metallurgical coal Anglo American plc Fact Book 2011/12 37 Metallurgical Coal

metallurgical coal Anglo American plc Fact Book 2011/12 37 Metallurgical Coal metallurgical coal is the second biggest n metallurgical coal producer and the No. 3 global exporter of metallurgical coal. Anglo American is an active partner in diverse clean coal energy initiatives.

More information

Release Analysis of Coal

Release Analysis of Coal Release Analysis of Coal Harish Singh* 1, Shobhana Dey 2 and S. Bhattacharya 1 1 Indian School of Mines Dhanbad, 2 National Metallurgical Laboratory Jamshedpur, India Keywords: Coal Flotation; Release

More information

Study of the Compressive Strength of Concrete with Various Proportions of Steel Mill Scale as Fine Aggregate

Study of the Compressive Strength of Concrete with Various Proportions of Steel Mill Scale as Fine Aggregate Study of the Compressive Strength of Concrete with Various Proportions of Steel Mill Scale as Fine Aggregate Akhinesh K 1, Jithu G Francis 1, Junaid K T 1, Jishnulal K 1, Jeril Netto Joseph 1, Remya Neelancherry

More information

Laboratory Investigations of the Electrical Resistivity of Cokes and Smelting Charge for Optimizing Operation in Large Ferrochrome Furnaces

Laboratory Investigations of the Electrical Resistivity of Cokes and Smelting Charge for Optimizing Operation in Large Ferrochrome Furnaces Southern African Pyrometallurgy 2006, Edited by R.T. Jones, South African Institute of Mining and Metallurgy, Johannesburg, 5-8 March 2006 Laboratory Investigations of the Electrical Resistivity of Cokes

More information

Standard Test Method for Permeability of Granular Soils (Constant Head) 1

Standard Test Method for Permeability of Granular Soils (Constant Head) 1 Designation: D 2434 68 (Reapproved 2000) Standard Test Method for Permeability of Granular Soils (Constant Head) 1 This standard is issued under the fixed designation D 2434; the number immediately following

More information

DIEFFENSOR. Inline Mat Scanner for Weight Per Unit Area Measurement and Protection against Foreign Objects. Fire Protection. Measuring Technology

DIEFFENSOR. Inline Mat Scanner for Weight Per Unit Area Measurement and Protection against Foreign Objects. Fire Protection. Measuring Technology Fagus-GreCon Greten GmbH & Co. KG P.O. Box 1243 D-31042 Alfeld-Hanover Phone +49(0)5181-79-0 Fax +49(0)5181-79-229 E-Mail sales@grecon.com www.grecon.com Inline Mat Scanner for Weight Per Unit Area Measurement

More information

BENEFICIATION OF LOW GRADE IRON ORE FINES BY MAGNETIZING ROASTING

BENEFICIATION OF LOW GRADE IRON ORE FINES BY MAGNETIZING ROASTING Int. J. Engg. Res. & Sci. & Tech. 2014 Jyoti Sharma and T Sharma, 2014 Research Paper ISSN 2319-5991 www.ijerst.com Vol. 3, No. 2, May 2014 2014 IJERST. All Rights Reserved BENEFICIATION OF LOW GRADE IRON

More information

RESOLUTION MSC.268(85) (adopted on 4 December 2008) ADOPTION OF THE INTERNATIONAL MARITIME SOLID BULK CARGOES (IMSBC) CODE

RESOLUTION MSC.268(85) (adopted on 4 December 2008) ADOPTION OF THE INTERNATIONAL MARITIME SOLID BULK CARGOES (IMSBC) CODE (adopted on 4 December 2008) ADOPTION OF THE INTERNATIONAL MARITIME SOLID BULK CARGOES (IMSBC) CODE THE MARITIME SAFETY COMMITTEE, RECALLING Article 28(b) of the Convention on the International Maritime

More information

ANNEX 8. RESOLUTION MSC.426(98) (adopted on 15 June 2017) AMENDMENTS TO THE INTERNATIONAL MARITIME SOLID BULK CARGOES (IMSBC) CODE

ANNEX 8. RESOLUTION MSC.426(98) (adopted on 15 June 2017) AMENDMENTS TO THE INTERNATIONAL MARITIME SOLID BULK CARGOES (IMSBC) CODE Annex 8, page 1 ANNEX 8 RESOLUTION MSC.426(98) (adopted on 15 June 2017) AMENDMENTS TO THE INTERNATIONAL MARITIME SOLID BULK CARGOES (IMSBC) CODE THE MARITIME SAFETY COMMITTEE, RECALLING Article 28(b)

More information

Ore-Based Metallics: adding value to the EAF SEASI CONFERENCE & EXHIBITION. MAY 2017

Ore-Based Metallics: adding value to the EAF SEASI CONFERENCE & EXHIBITION. MAY 2017 Ore-Based Metallics: adding value to the EAF SEASI CONFERENCE & EXHIBITION. MAY 2017 Disclaimer This presentation is intended for information purposes only and is not intended as commercial material in

More information

CIV E Geotechnical Engineering I Consolidation

CIV E Geotechnical Engineering I Consolidation Purpose Determine the magnitude and time rate of settlement for a compressible cohesive soil. Required reading Das 2006 Sections 10.4 to 10.16 (pages 312 to 358). Theory Bringing soil samples into the

More information

Hydrocarbon Management PROCEDURE

Hydrocarbon Management PROCEDURE Hydrocarbon Management PROCEDURE Doc No: Approved: PRO-0380 Operations Manager Table of Contents 1. PURPOSE... 3 2. SCOPE... 3 3. REFERENCES... 3 3.1 LEGISLATION/STANDARDS... 3 4. DEFINITIONS... 3 5. HYDROCARBON

More information

Engineering Properties of Foamed Recycled Glass as a Lightweight Fill

Engineering Properties of Foamed Recycled Glass as a Lightweight Fill Engineering Properties of Foamed Recycled Glass as a Lightweight Fill Robert H. Swan, Jr. 1, Seungcheol Yeom 2, Kurt J. Sjoblom, M. ASCE, Ph.D. 3, Timothy D. Stark, Fellow ASCE, Ph.D., P.E. 4 and Archie

More information

MICHIGAN TEST METHOD FOR STANDARD PRACTICE OF SAMPLING HMA PAVING MIXTURES

MICHIGAN TEST METHOD FOR STANDARD PRACTICE OF SAMPLING HMA PAVING MIXTURES MICHIGAN TEST METHOD FOR STANDARD PRACTICE OF SAMPLING HMA PAVING MIXTURES 1. Scope 8 This practice covers sampling of HMA paving mixtures at points of manufacture, storage, or delivery. 1.2 The values

More information

Quality Handling Systems Pty Ltd. Sampling Solution Specialists. Sampling Systems for Bulk Materials

Quality Handling Systems Pty Ltd. Sampling Solution Specialists. Sampling Systems for Bulk Materials Quality Handling Systems Pty Ltd Sampling Solution Specialists 1 Sampling Systems for Bulk Materials 2 Quality Handling Systems Pty Ltd www.qhs.com.au Contents 3 Our Mission Our Services Our Experience

More information

ANNEX DRAFT INTERNATIONAL MARITIME SOLID BULK CARGOES (IMSBC) CODE. Table of Contents. General loading, carriage and unloading precautions

ANNEX DRAFT INTERNATIONAL MARITIME SOLID BULK CARGOES (IMSBC) CODE. Table of Contents. General loading, carriage and unloading precautions Page 2 ANNEX DRAFT INTERNATIONAL MARITIME SOLID BULK CARGOES (IMSBC) CODE Table of Contents Foreword Section 1 Section 2 Section 3 Section 4 Section 5 Section 6 Section 7 Section 8 Section 9 Section 10

More information

VOLUMETRIC ANALYSIS ON ASPHALT MIXTURES USING THE COMPUTER PROGRAM PRADO IN COMPARISON WITH LABORATORY DESIGN TESTS

VOLUMETRIC ANALYSIS ON ASPHALT MIXTURES USING THE COMPUTER PROGRAM PRADO IN COMPARISON WITH LABORATORY DESIGN TESTS VOLUMETRIC ANALYSIS ON ASPHALT MIXTURES USING THE COMPUTER PROGRAM PRADO IN COMPARISON WITH LABORATORY DESIGN TESTS Ebels, L.J. 1, Jenkins, K.J. 1 and Beukes, J. 2 1 University of Stellenbosch, Department

More information

Marine Protection Rules Part 100 Port Reception Facilities Oil, Noxious Liquid Substances and Garbage

Marine Protection Rules Part 100 Port Reception Facilities Oil, Noxious Liquid Substances and Garbage Marine Protection Rules Part 100 Port Reception Facilities Oil, Noxious Liquid Substances and Garbage MNZ Consolidation Marine Protection Rules ISBN 978-0-947527-29-7 Published by Maritime New Zealand,

More information

The Potential to Re-use Coal Combustion Products (CCPs) at Eraring Power Station in NSW, Australia

The Potential to Re-use Coal Combustion Products (CCPs) at Eraring Power Station in NSW, Australia World of Coal Ash (WOCA) Conference - May 9-12, 2011, in Denver, CO, USA http://www.flyash.info/ The Potential to Re-use Coal Combustion Products (CCPs) at Eraring Power Station in NSW, Australia Garry

More information

ANNEX 1. RESOLUTION MSC.325(90) (adopted on 24 May 2012)

ANNEX 1. RESOLUTION MSC.325(90) (adopted on 24 May 2012) Annex 1, page 1 ANNEX 1 RESOLUTION MSC.325(90) (adopted on 24 May 2012) ADOPTION OF AMENDMENTS TO THE INTERNATIONAL CONVENTION FOR THE SAFETY OF LIFE AT SEA, 1974, AS AMENDED THE MARITIME SAFETY COMMITTEE,

More information

HALIFAX PORT AUTHORITY BERTHAGE AND ANCHORAGE NOTICE SCHEDULE OF RATES. Item Description Rate

HALIFAX PORT AUTHORITY BERTHAGE AND ANCHORAGE NOTICE SCHEDULE OF RATES. Item Description Rate BERTHAGE AND ANCHORAGE NOTICE EFFECTIVE: January 1, 2017 NOTICE N-1 I 1. The berthage rates per gross registered tonne are: (a) for the first period of 12 hours or part thereof... $0.0502 (b) for the second

More information

Minerals Enduron HPGR High Pressure Grinding Roll

Minerals Enduron HPGR High Pressure Grinding Roll Minerals Enduron HPGR High Pressure Grinding Roll *First choice for energy efficient grinding 1 High Pressure Grinding - proven technology High Pressure grinding has become the go to technology for size

More information

2012 Canadian Asphalt Mix Exchange Program Marshall Mix Design Instructions to Participants

2012 Canadian Asphalt Mix Exchange Program Marshall Mix Design Instructions to Participants Please note that at the November 2005 CAMP technical meeting, it was agreed that only one test method for the Theoretical Maximum Specific Gravity is required. The test method shall follow AASHTO T 209.

More information

Resource Efficient Mining Processes of Tomorrow

Resource Efficient Mining Processes of Tomorrow Metso Process Technology & Innovation (PTI) Resource Efficient Mining Processes of Tomorrow R&D Project Authors: K Duffy W Valery A Jankovic P Holtham www.metso.com General PTI presentation 2014 2015 A

More information

Water Budget IV: Soil Water Processes P = Q + ET + G + ΔS

Water Budget IV: Soil Water Processes P = Q + ET + G + ΔS Water Budget IV: Soil Water Processes P = Q + ET + G + ΔS Infiltration Infiltration capacity: The maximum rate at which water can enter soil. Infiltration capacity curve: A graph showing the time-variation

More information

Improvement Of Sandy Soil Properties By Using Bentonite

Improvement Of Sandy Soil Properties By Using Bentonite Improvement Of Sandy Soil Properties By Using Bentonite Assistant Lecturer. Tawfiq Aamir Jawad / Department of Structures and Water Resources/ E-mail. Tawfeeq76@yahoo.com Assistant Lecturer. Asaad Mohammed

More information

Guidelines for the Carriage of Charcoal and Carbon in Containers

Guidelines for the Carriage of Charcoal and Carbon in Containers Guidelines for the Carriage of Charcoal and Carbon in Containers A Joint Publication of CINS (the Cargo Incident Notification System) and the International Group of P&I Clubs October 2017 1 INTRODUCTION

More information

Aggregate for sprayed bituminous surfacing The requirements of AS

Aggregate for sprayed bituminous surfacing The requirements of AS Technical Note 69 Aggregate for sprayed bituminous surfacing The requirements of AS 2758.2-2009 1.0 Background to AS 2758 Australian Standards are prepared by committees of industry representatives who

More information

Superpave Design Guidelines for Using Hot-Mix Recycled Asphalt Pavement and Recycled Asphalt Shingles

Superpave Design Guidelines for Using Hot-Mix Recycled Asphalt Pavement and Recycled Asphalt Shingles APPENDIX H Superpave Design Guidelines for Using Hot-Mix Recycled Asphalt Pavement and Recycled Asphalt Shingles Recycling Hot-Mix Asphalt and Recycling Manufacturer Waste Asphalt Roofing Shingles General

More information

BULK PARTNERS LIMITED

BULK PARTNERS LIMITED BULK PARTNERS LIMITED Phoenix Bulk Carriers (US) LLC Phoenix Bulk Carriers (Brazil) Americas Bulk Transport (BVI) Ltd Nordic Bulk Carriers A/S (Denmark) Seamar Management S.A. (Greece) Challenges to Shipping

More information

Effect of Lime Stabilisation on the Strength and Microstructure of Clay

Effect of Lime Stabilisation on the Strength and Microstructure of Clay IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 2278-1684,p-ISSN: 2320-334X, Volume 6, Issue 3 (May. - Jun. 2013), PP 87-94 Effect of Lime Stabilisation on the Strength and Microstructure

More information

IPWEA/WALGA Specification for the supply of recycled road base

IPWEA/WALGA Specification for the supply of recycled road base IPWEA/WALGA Specification for the supply of recycled road base Version 1 May 2016 IPWEA/WALGA Specification for the supply of recycled road base FOREWORD These Specifications have been developed by the

More information

For personal use only

For personal use only Arrium Mining Quarterly Production Report For the quarter ended 30 June 2015 Summary Sales and shipments 2.85Mt (dmt) and 2.74Mt (dmt) respectively Average Platts market index price (62% Fe CFR) US$58/dmt,

More information

HIGH-LEVEL SAND RECLAMATION FOR SODIUM SILICATE AND ALKALINE PHENOLIC-BASED SANDS

HIGH-LEVEL SAND RECLAMATION FOR SODIUM SILICATE AND ALKALINE PHENOLIC-BASED SANDS SANDS & BINDERS HIGH-LEVEL SAND RECLAMATION FOR SODIUM SILICATE AND ALKALINE PHENOLIC-BASED SANDS Mark Fenyes Omega Foundry Machinery Ltd ABSTRACT Historically due to the chemical nature of these two binders

More information

QMASTOR Coal and Mineral Supply Chain Management

QMASTOR Coal and Mineral Supply Chain Management TRIPLE POINT BROCHURE QMASTOR Coal and Mineral Supply Chain Management OPTIMIZATION / PLANNING / EXECUTION TRIPLE POINT TECHNOLOGY, INC. TPT.COM QMASTOR Overview THE COAL AND MINERAL MINING SUPPLY CHAIN

More information

Pelletising tests confirm Hawsons Supergrade a standout material for iron making

Pelletising tests confirm Hawsons Supergrade a standout material for iron making We find it. We prove it. We make it possible. ABN : 63 095 117 981 ASX : CAP 16 February 2016 Level 6, 345 Ann Street Brisbane Qld 4000 PO Box 10919, Adelaide St Brisbane Qld 4000 e-mail: info@capex.net.au

More information

Sampling of Aggregates

Sampling of Aggregates Standard Method of Test for Sampling of Aggregates AASHTO Designation: T 2-91 (2000) ASTM Designation: D 75-87 (1992) є1 AASHTO T 2-91 is identical to ASTM D 75-87 (1992) є1 except that all references

More information

ST. LAWRENCE SEAWAY SCHEDULE OF TOLLS 2007

ST. LAWRENCE SEAWAY SCHEDULE OF TOLLS 2007 ST. LAWRENCE SEAWAY SCHEDULE OF TOLLS 2007 INTERPRETATION 1. The definitions in this section apply in this Schedule. bulk cargo means cargo consisting of goods, loose or in mass, that generally must be

More information

Requirements for the construction and testing of packagings for class 6.2 infectious substances of category A

Requirements for the construction and testing of packagings for class 6.2 infectious substances of category A Chapter 6.3 6.3.1 General Requirements for the construction and testing of packagings for class 6. infectious substances of category A NOTE: The requirements of this Chapter don't apply to packagings used

More information

UPGRADE OF SHAFT CONVEYOR USING HIGH SPEED TRIPPER DRIVE TECHNOLOGY (CASE STUDY MATLA COAL NO. 2 MINE, SHAFT CONVEYOR) Alan Exton

UPGRADE OF SHAFT CONVEYOR USING HIGH SPEED TRIPPER DRIVE TECHNOLOGY (CASE STUDY MATLA COAL NO. 2 MINE, SHAFT CONVEYOR) Alan Exton UPGRADE OF SHAFT CONVEYOR USING HIGH SPEED TRIPPER DRIVE TECHNOLOGY (CASE STUDY MATLA COAL NO. 2 MINE, SHAFT CONVEYOR) Alan Exton INTRODUCTION The continuous requirement to upgrade existing conveyor infrastructure

More information

Commonwealth of Pennsylvania PA Test Method No. 507 Department of Transportation October Pages LABORATORY TESTING SECTION. Method of Test for

Commonwealth of Pennsylvania PA Test Method No. 507 Department of Transportation October Pages LABORATORY TESTING SECTION. Method of Test for Commonwealth of Pennsylvania PA Test Method No. 507 Department of Transportation 6 Pages 1. SCOPE LABORATORY TESTING SECTION Method of Test for BULK SPECIFIC GRAVITY (SATURATED SURFACE-DRY BASIS), ABSORPTION,

More information

FEASIBILITY STUDY ON CONVENTIONAL CONCRETE AND CELLULAR LIGHT WEIGHT CONCRETE (FOAMED CONCRETE)

FEASIBILITY STUDY ON CONVENTIONAL CONCRETE AND CELLULAR LIGHT WEIGHT CONCRETE (FOAMED CONCRETE) FEASIBILITY STUDY ON CONVENTIONAL CONCRETE AND CELLULAR LIGHT WEIGHT CONCRETE (FOAMED CONCRETE) MR. PAVAN RANMALE Department of Civil Engineering, Subharti Institute of Technology and Engineering, Swami

More information

Sampling and subsequent testing of aggregate is performed for several reasons:

Sampling and subsequent testing of aggregate is performed for several reasons: SAMPLING AGGREGATES Sampling and subsequent testing of aggregate is performed for several reasons: Preliminary investigation of supply source; Production quality control at supply source; Quality control

More information

Inrushes and Subsidence

Inrushes and Subsidence PURPOSE AND SCOPE... 2 DETAILS... 2 Appendices... 11 A Definitions... 11 B Related Documents... 11 C Revision Information... 11 1. Responsibility... 2 2. Hazard Management Process... 3 2.1 Overview...3

More information

Durability Performance of Australian Commercial Concrete Modified with Permeability Reducing Admixture

Durability Performance of Australian Commercial Concrete Modified with Permeability Reducing Admixture Durability Performance of Australian Commercial Concrete Modified with Permeability Reducing Admixture Robert L Munn, Gary Kao*, Z Tian Chang, ACCI, School of Civil & Environmental Engineering, UNSW *

More information

Recommended Mix Design Guidelines For Cold Recycling Using Foamed (Expanded) Asphalt Recycling Agent CR202

Recommended Mix Design Guidelines For Cold Recycling Using Foamed (Expanded) Asphalt Recycling Agent CR202 Recommended Mix Design Guidelines For Cold Recycling Using Foamed (Expanded) Asphalt Recycling Agent CR202 8/25/2017 NOTICE It is not intended or recommended that these guidelines be used verbatim within

More information

International Journal of Scientific & Engineering Research, Volume 5, Issue 7, July ISSN

International Journal of Scientific & Engineering Research, Volume 5, Issue 7, July ISSN International Journal of Scientific & Engineering Research, Volume 5, Issue 7, July-2014 608 Modeling heat flow across fuel-fired crucible furnace using ADINA 1 Atanda, P. O., 1 Olorunniwo, O. E., 1 Abioye,

More information

For personal use only

For personal use only 4 APRIL 2013 D Zone Mineral Resource Increases by 34% to 20.7 million tonnes with a significant increase in contained Cu and Fe Highlights Overall D Zone Mineral Resource tonnage has increased by 5.2 million

More information

L and T walls. Issue 2

L and T walls. Issue 2 L and T walls Issue 2 L and T walls Our L and T walls provide a simple, safe and efficient bulk storage system while also allowing better material management by eliminating general loss, preventing inter-mixing

More information

Australian Standard. Guide to the sampling of particulate materials. Part 1: Sampling procedures AS

Australian Standard. Guide to the sampling of particulate materials. Part 1: Sampling procedures AS AS 4433.1 1997 Australian Standard Guide to the sampling of particulate materials Part 1: Sampling procedures This Australian Standard was prepared by Committee MN/10, Sampling of Minerals. It was approved

More information

CHAPTER-6: SUMMARY AND CONCLUSIONS

CHAPTER-6: SUMMARY AND CONCLUSIONS CHAPTER-6: SUMMARY AND CONCLUSIONS 190 6. SUMMARY AND CONCLUSIONS 6.1 Summary of laboratory test work Based on the entire laboratory test work, findings are summarized as following; 6.1.1 Characterization

More information

DOWNSTREAM PETROLEUM 2017 DOWNSTREAM PETROLEUM

DOWNSTREAM PETROLEUM 2017 DOWNSTREAM PETROLEUM DOWNSTREAM PETROLEUM Maintaining supply security and reliability KEY MESSAGES Australia s longer-term fuel supply security and transport energy needs will be best met through market measures including:

More information

BUILDING DEVELOPMENT POLICIES AND PROCEDURES ADMINISTRATIVE/GENERAL

BUILDING DEVELOPMENT POLICIES AND PROCEDURES ADMINISTRATIVE/GENERAL GEOTECHNICAL GUIDELINES FOR THE USE OF LIME DURING CONSTRUCTION Section Page 4-0X0l Applicability and Restrictions 2 4-0X02 Expansive Soil Determination 5 4-0X03 Mixture Design for Lime Stabilization of

More information