Effects of expanded perlite aggregate and different curing conditions on the drying shrinkage of self-compacting concrete
|
|
- Michael Haynes
- 6 years ago
- Views:
Transcription
1 Indian Journal of Engineering & Materials Sciences Vol. 13, June 2006, pp Effects of expanded perlite aggregate and different curing conditions on the drying shrinkage of self-compacting concrete İbrahim Türkmen* & Abdulhamit Kantarci Department of Civil Engineering, Atatürk University 25240, Erzurum, Turkey Received 26 April 2005; accepted 3 March 2006 Fresh self-compacting concrete (SCC) flows into place and around obstructions under its own weight to fill the formwork completely and self-compact, without any segregation. The present study investigates drying shrinkage of SCC including mixtures of expanded perlite (EPA) and natural aggregates (NA) at six different curing conditions. The binder dosage is kept constant at 450 kg/m 3 throughout the study. A superplasticizer is used as 2% (by weight) of Portland cement (PC) to reduce water/cement+mineral (w/cm) ratios and self-compacting. Specimens have been exposed to conditions of lime-saturated water (B1), dry in air (B2), coated with paraffin (B3), three times wetted in a day (B4), under wet-sack (B5) and 100% relative humidity (B6). It has been found that drying shrinkage of concrete is reduced by using EPA. The drying shrinkage of EPA concrete decreases with an increasing moisture content. It is also found that concrete exhibits a lower drying shrinkage in all time periods under the B1 curing conditions. IPC Code: E04G21/08 The use of self-compacting concretes (SCC) lowered the noise level on the construction site and diminished the effect on the environment 1 and improved the quality of concrete in-situ 2. SCC is a new category of high-performance concrete (HPC), characterized by its ability to spread into place under its own weight without the need of vibration, and self-compact without any segregation and blocking. The introduction of SCC represents a major technological advance, which leads to a better quality of concrete produced and a faster and more economical concrete construction process 3. The use of SCC in civil engineering has gradually increased over the past few years, as reported earlier 1-8. The workability of SCC is higher than the highest class of consistence described within EN 206 and can be characterized by the properties like; filling ability, passing ability and segregation resistance. A concrete mix can only be classified as SCC if the requirements for all three characteristics are fulfilled 9. The most popular way of light-weight concrete (LWC) production is by using light-weight aggregate (LWA) 10. LWC mixes are generally of low water/cement-mineral (w/cm) to compensate for the aggregate weakness. LWC have certain properties that are distinctly different from normal weight concrete (NWC). In addition to low unit weight, better reinforcing steel-concrete bond, durability *For correspondence ( iturkmen@atauni.edu.tr) performance, tensile strain capacity, and fatigue resistance make it preferable to NWC 11. There are a number of methods to produce LWC. In one method, the fine portion of the total concrete aggregate is omitted, which is called no-fines. Another way of producing LWC is to introduce stable air bubbles inside concrete by using chemical admixtures and mechanical foaming. This type of concrete is known as aerated, cellular or gas concrete. The most popular way of LWC production is use light-weight aggregate 12. In recent years, LWC with high strength or high workability have been widely developed 13. A number of studies have been conducted on the shrinkage of concrete made with light-weight aggregate concretes and mineral admixture cements. Kohno et al. 14, reported that the autogenous shrinkage of concrete is reduced by using light-weight aggregate (LW) and that the autogenous shrinkage of LW concrete decreases with an increasing moisture content. Pietro et al. 15, indicated that, at the temperatures tested, concrete made with blast furnace slag cement shows higher shrinkage in the first days than concrete made with Portland cement (PC). Collins and Sanjayan 16, reported that the capillary tensile forces set up during drying is an important contributory factor for the drying shrinkage of concrete. Kayali et al. 17, reported that shrinkage of normal weight concrete stabilized after 400 days, while shrinkage of LW concrete did not appear to stabilize after a similar period of continuous drying.
2 248 INDIAN J. ENG. MATER. SCI., JUNE 2006 These light-weight aggregates have created a considerable interest in recent years, because their application may improve properties such as the workability, strength, and resistance to freezing and thawing of LWC. Most of the experimental research on shrinkage has been concentrated on natural aggregate mixtures. In this study, the influence of expanded perlite aggregate (EPA), curing time and curing conditions on the drying shrinkage of SCC has been investigated. Materials and Methods Materials ASTM Type I PC, SP (Superplasticizer-ViscoCrete 3075), SF and EPA were provided from Erzurum Aşkale Cement, Sika Company, Istanbul, Antalya Electro Metallurgy Enterprise and Etibank Perlite Expansion Enterprise, Izmir, Turkey, respectively. The chemical compositions of the materials used in this study are summarized in Table 1. The physical and mechanical properties of the PC used are given in Table 2. A SP based on chains of modified polycarboxylic ether was used as a SP, compatible with ASTM C 494 F at a dosage of 2% of cement. Table 1 Chemical analysis of PC, SF, EPA (%) Component PC SF EPA (%) (%) (%) SiO Fe 2 O Al 2 O CaO MgO SO K 2 O TiO Na 2 O Sulphide (S -2 ) Chloride (Cl - ) Undetermined Free CaO LOI Table 2 Physical and mechanical properties of PC Specific gravity (g/cm 3 ) 3.15 Specific surface (cm 2 /g) 3410 Remainder on 200-micron sieve (%) 0.1 Remainder on 90-micron sieve (%) 3.1 Volume expansion (Le Chatelier, mm) Compressive strength (MPa) 2 days 7 days 28 days Coarse aggregate consisted of crushed basalt. The specific gravity, maximum size and absorption of this aggregate were 2.64, 16 mm and 2%, respectively. Sand was used as a fine aggregate having a specific gravity and absorption of 2.31 and 4%, respectively. The mix proportions of these mixes are given in Table 3. The binder (PC+SF) content was 450 kg/m 3 of concrete. Four main groups of mixes of natural aggregate (NA) and EPA were produced. They were specified as EPA0 (100%NA), EPA5 (95%NA+5%EPA), EPA10 (90%NA+10%EPA), EPA15 (85%NA+15%EPA). For all groups PC-SF mixtures were prepared adding 10%SF in replacement of PC. The counter mixes were prepared in a laboratory countercurrent mixer for a total of 5 min. Water/cement+mineral (w/cm) ratio was kept constant at Fig. 1 shows 28-dry unit weight of SCC specimens according to different EPA ratios. Six types of curing conditions as shown in Figs 2-7 were chosen to study the effect of curing environment on the performance EPA concrete and control concrete. Figs 2-11 shows the results obtained up to 150 days. Concrete specimens, mm, were stored in these six curing environments until tested. The exposure of specimens was carried out for 3, 7, 14, 28, 56, 90, 120 and 150 days. For each mix, three specimens mm cylinders and mm were prepared. After 1 day of wet curing, the specimens were stored at constant temperature in lime-saturated water (B1), dry in air (B2), coated with paraffin (B3), three times wetted day for 14-days Mixtures Table 3 Mix proportions of all groups EPA(%) w/cm Water, kg/m Cement, kg/m Silica Fume kg/m Sand mm EPA, mm Gravel 4-8 mm Basalt mm Superplasticizer, kg/m 3 Density, Slump flow (cm) L-box (H2/H1) V-funnel (sec) J-ring (mm) Aggregates Sizes (kg/m 3 )
3 TÜRKMEN & KANTARCI: SELF-COMPACTING CONCRETE 249 Fig Dry unit weight of concrete specimens according to EPA ratio Fig. 5 Effects of % of EPA and age on the drying shrinkage of specimens in the B4 condition Fig. 2 Effects of % of EPA and age on the drying shrinkage of specimens in the B1 condition Fig. 6 Effects of % of EPA and age on the drying shrinkage of specimens in the B5 condition Fig. 3 Effects of % of EPA and age on the drying shrinkage of specimens in the B2 condition Fig. 7 Effects of % of EPA and age on the drying shrinkage of specimens in the B6 condition Fig. 4 Effects of % of EPA and age on the drying shrinkage of specimens in the B3 condition Fig. 8 Effects of curing conditions and age on the drying shrinkage of EPA0
4 250 INDIAN J. ENG. MATER. SCI., JUNE 2006 Fig. 9 Effects of curing conditions and age on the drying shrinkage of EPA5 Fig. 10 Effects of curing conditions and age on the drying shrinkage of EPA10 Fig. 11 Effects of curing conditions and age on the drying shrinkage of EPA15 (B4), under wet-sack for 14-days (B5) and 100% constant relative humidity (B6) while measuring drying shrinkage at different curing times. B3 curing is considered to minimize the moisture loss from the surface of concrete. Methods Workability tests Several methods exist to evaluate the workability of fresh SCC 2,18, such as standard slump and slump flow, L-box test, J-ring, V-funnel, Orimet method, segregation resistance (stability) and passing ability (resistance to blocking). Fresh SCC tests were made in accordance with EFNARC specification 9. The workability properties of the fresh concrete other than slump were evaluated, since in this case the slump value is not relevant the concrete being very fluid. Therefore, the attention was focused on the measurement of the slump flow. To characterize the consistency of the prepared concrete, a workability test (slump flow test) was performed on site. This was in the form of a slump test using the Abrams cone method. However, the average diameter of the spread concrete is measured a minute later. The L-box test assesses the flow of the concrete, and also the extent to which it is subject to blocking by reinforcement. The apparatus consists of a rectangular-section box in the shape of an L, with a vertical and horizontal section, separated by a moveable gate, in front of which vertical lengths of reinforcement bar are fitted. The vertical section is filled with concrete, and then the gate lifted to let the concrete flow into the horizontal section. When the flow has stopped, the height of the concrete at the end of the horizontal section, H2, is expressed as a proportion of that remaining in the vertical section, H1. This is an indication passing ability, or the degree to which the passage of concrete through the bars is restricted. The described V-funnel test is used to determine the filling ability (flowability) of the concrete with a maximum aggregate size of 20 mm. The funnel is filled with about 12 L of concrete and the time taken for it to flow through the apparatus is measured. The J-ring test is used to determine the passing ability of the concrete. The equipment consists of a rectangular section (30 mm 25 mm) open steel ring, drilled different diameters and spaced at different intervals: in accordance with normal reinforcement considerations, 3x the maximum aggregate size might be appropriate. The diameter of the ring of vertical bars is 300 mm, and the height 100 mm. Hardened concrete Prismatic specimens for drying shrinkage were prepared according to ASTM C This test method covers the determination of the length changes of hardened hydraulic-cement mortar and concrete due to causes other than externally applied forces and temperature changes. This test method is particularly useful for comparative evaluation of this potential in different concrete mixtures.
5 TÜRKMEN & KANTARCI: SELF-COMPACTING CONCRETE 251 Results and Discussion Workability Slump flow is correlative with viscosity. The results indicate that the viscosity of fresh concrete is too low to resist segregation. A spread of 59 cm was averagely seen for this concrete. Djelal 20 reported the similar results for slump flow. The L-box tests shown that there is a serious lack of stability of segregation (see Table 3). If the concrete flows as freely as water, at rest it will be horizontal, so H 2 /H 1 =1. Therefore the nearer this test value, the blocking ratio, is to unity, the better the flow of the concrete. The EFNARC specification 9 suggested a minimum acceptable value of 0.8. In this study, blocking ratios were obtained between 0.8 and 0.9. Therefore, these values can be acceptable for blocking ratio of SCC in accordance with EFNARC 9. As it can be seen in Table 3, V- funnel time was achieved between 9 and 11 s. These values can be acceptable for filling ability of SCC in accordance with EFNARC 9. The measure of difference in height between the concrete just inside the bars and that just outside the bars for J-ring test can be seen in Table 3. It was calculated that the average of the difference in height at four locations (in mm). In the result of the J-ring tests was obtained values between 7 and 9 mm, which are convenient to those reported between 0 and 10 mm for J-ring test by EFNARC 9. Dry unit weight The results of 28-days dry unit weight are shown in Fig. 1. According to the obtained data, it was observed that unit weights of 28-day hardened concrete decreased with increasing EPA in the mixtures, because the specific gravity of EPA is lower than that of NA. The highest unit weight was 2345 kg/m 3 at 100%NA samples. The lowest unit weight was 2300 kg/m 3 at 85%NA+15%EPA samples. Effects of EPA on drying shrinkage The results of the 3, 7, 14, 28, 56, 90, 120 and 150 days drying shrinkage according to EPA ratio and curing time were given in Figs 2-7. According to Fig. 2, using EPA replacement of NA 0%, 5%, 10%, 15% allows us to decrease the days drying shrinkage of specimens in B1 condition. However, according to Fig. 3, using EPA replacement of NA 0%, 5%, 10%, 15% allows us to increase the days drying shrinkage of specimens in the B2 condition. In all the other conditions, using EPA replacement of NA 0%, 5%, 10%, 15% allows us to decrease the days drying shrinkage of specimens (see Figs 4-7). From Figs 2-7, it can be noted that the drying shrinkage of EPA concrete is generally smaller than that of NA concrete except in B2 condition. The important findings in this study are that the drying shrinkage of concrete is reduced by using EPA 14, and the drying shrinkage depends on time, curing conditions, and unit quantity of EPA. At the early stage of hardening, most of the capillarity pores and most of the light-weight aggregate particles are fully saturated with water. As the hydration reaction progresses, the capillarity water are consumed to form new and fine capillarity pores. However, the internal relative humidity in the capillarity pores is not lowered due to a continuous supply of moisture from the EPA particles. As a result, the cement paste does not shrink. As Figs 2 and 4-7 show, the drying shrinkage of the EPA concrete is smaller than that of the NA concrete. The reduction of drying shrinkage of the EPA concrete may be due to the of immediate replacement moisture from the EPA to the cement paste. Effects of curing conditions on the drying shrinkage The effects of six different curing conditions on the drying shrinkage of both EPA and NA concrete were determined on the 3, 7, 14, 28, 56, 90, 120 and 150 days and the results were given in Figs The drying shrinkages of specimens were lowest in B1 until 150 day for EPA0. The drying shrinkages of specimens were highest in B2 until 150 day for EPA0, EPA5, EPA10 and EPA15 (see Figs 8-11). In short, drying shrinkage decreases with increasing moisture content of curing conditions. Drying shrinkage reached about in B2 condition after 150 days. However, the lowest drying shrinkage was observed at B1 condition because of saturated to water. From Figs 8-11, it can be noted that the drying shrinkages of B1, B3, B4, B5 and B6 conditions are generally smaller than that of B2 condition. The drying volume change of EPA concrete is directly related to the adsorption capacity of the aggregate and moisture content of condition 14. Conclusions The following conclusions can be drawn from this study: The incorporated of EPA to the mixes up to 15%, it was achieved that a production of SCC according to test results which has sufficient properties of viscosity, filling ability, passing ability and blocking ratio. The dry unit weight of SCC with higher EPA
6 252 INDIAN J. ENG. MATER. SCI., JUNE 2006 contents decreases. The inclusion of EPA to the mix decreases the tendency of the mix to drying shrinkage except for B2 condition. The drying shrinkage of EPA concrete is smaller than that of normal concrete in moisture conditions and the drying shrinkage of EPA concrete is higher than that of normal concrete in dry conditions. The drying shrinkage of EPA concrete may be related directly to the adsorption capacity of the aggregate. With increasing of moisture content and unit quantity of EPA drying shrinkage of EPA concrete decreases. References 1 Persson B, Cem Concr Res, 31 (2001) Xie Y, Liu B, Yin J & Zhou S, Cem Concr Res, 32 (2002) Sonebi M, Cem Concr Res, 34 (2004) Sari M, Prat E & Labastire J-F, Cem Concr Res, 29 (1999) Persson B, Cem Concr Res, 33 (2003) Poon C S, & Ho D W S, Cem Concr Res, (in press). 7 Lachemi M, Hossain K M A, Lambros V, Nkinamubanzi P-C & Bouzoubaa N, Cem Concr Res, 34 (2004) Jooss M & Reinhardt Hans W, Cem Concr Res, 32 (2002) EFNARC, Specification and Guidelines for Self-Compacting Concrete, February, Bingöl A F & Gül R, Indian J Eng Mater Sci, 11 (2004) Gesoğlu M, Özturan T & Güneyisi E, Cem Concr Res, 34 (2004) Demirboğa R, Örüng İ & Gül R, Cem Concr Res, 31 (2001) Wasserman R & Bentur A, Cem Concr Compos, 18 (1996) Kohno K, Okamoto T, Isikawa Y, Sibata T & Mori H, Cem Concr Res, 29 (1999) Lura P, Breugel K V & Maruyama I, Cem Concr Res, 31 (2001) Collins F & Sanjayan J G, Cem Concr Res, 30 (2000) Kayali O, Hague M N & Zhu B, Cem Concr Res, 29 (1999) Okamura H, Concrt Int, 19 (7) (1997) Corinaldesi V & Moriconi G, Cem Concr Res, 34 (2004) Djelal C, Vanhove Y & Magnin A, Cem Concr Res, 34 (2004)
Compressive strength of lightweight aggregate concrete exposed to high temperatures
Indian Journal of Engineering & Materials Sciences Vol. 11, February 2004, pp. 68-72 Compressive strength of lightweight aggregate concrete exposed to high temperatures A Ferhat Bingöl * & Rüstem Gül Civil
More informationProduction of Low Cost Self Compacting Concrete Using Rice Husk Ash
First International Conference on Construction In Developing Countries (ICCIDC I) Advancing and Integrating Construction Education, Research & Practice August 4-5, 2008, Karachi,, Pakistan Production of
More informationInfluence of a low-activity slag and silica fume on the fresh properties and durability of high performance selfconsolidating
Influence of a low-activity slag and silica fume on the fresh properties and durability of high performance selfconsolidating concrete A. A. Ramezanianpour 1, A. Kazemian 2, M. Nikravan 3, A. Mahpur 3
More informationExperimental Investigation on Self Compacting Concrete Using Quarry Dust Material Kodurupaka Rajesh, Nampally Anilkumar, Jagadeesh VijayaGiri
2018 IJSRST Volume 4 Issue 5 Print ISSN: 2395-6011 Online ISSN: 2395-602X Themed Section: Science and Technology Experimental Investigation on Self Compacting Concrete Using Quarry Dust Material Kodurupaka
More informationEffect of Curing Conditions on the Freeze-Thaw Durability of Self-Consolidating Concrete Including Fly Ash
Effect of Curing Conditions on the Freeze-Thaw Durability of Self-Consolidating Concrete Including Fly Ash Nesibe Gozde Ozerkan and Ismail Ozgur Yaman water, and such mixtures would therefore benefit from
More informationAPPLICATION OF HYBRID FIBER REINFORCEMENT AND HIGH VOLUME COARSE FLY ASH IN SELF COMPACTING CONCRETE
CD07-008 APPLICATION OF HYBRID FIBER REINFORCEMENT AND HIGH VOLUME COARSE FLY ASH IN SELF COMPACTING CONCRETE A.A. Mounesan 1, K. Siamardi 2, M.M. Khodavirdi Zanjani 2 1 Civil Engineer, Sharif University
More informationStudy on Effect of Self-Compacting Concrete with Partial Replacement of Mineral Admixtures Using Quarry Dust
International Journal of Engineering Research and Development e-issn: 2278-067X, p-issn: 2278-800X, www.ijerd.com Volume 11, Issue 11 (November 2015), PP.01-07 Study on Effect of Self-Compacting Concrete
More informationEFFECT OF SUPERPLASTIZER DOSAGES ON COMPRESSIVE STRENGTH OF SELF COMPACTING CONCRETE
International Journal of Civil, Structural, Environmental and Infrastructure Engineering Research and Development (IJCSEIERD) ISSN 2249-6866 Vol.2, Issue 3, Sep 2012 98-105 TJPRC Pvt. Ltd., EFFECT OF SUPERPLASTIZER
More informationA NEW TEST METHOD FOR WORKABILITY OF SELF-COMPACTING CONCRETE
A NEW TEST METHOD FOR WORKABILITY OF SELF-COMPACTING CONCRETE LONG Guangcheng (1), XIE Youjun (1) and LIU Yunhua (1,2) (1) School of Civil Engineering and Architecture, Central South University, China
More informationImprovement of Self-Compacting Cement Slurry for Autoclaved SIFCON Containing High Volume Class C Fly Ash
Improvement of Self-Compacting Cement Slurry for Autoclaved SIFCON Containing High Volume Class C Fly Ash Mert Yücel YARDIMCI, Serdar AYDIN, Hüseyin YİĞİTER, Halit YAZICI Dokuz Eylul University Engineering
More informationThe Effect of Silica Fume on the Properties of Self-Compacted Lightweight Concrete
Current World Environment Vol. 10(Special Issue 1), 381-388 (2015) The Effect of Silica Fume on the Properties of Self-Compacted Lightweight Concrete Yaghuob Mohammadi 1 *, Seyyed Sajjad Mousavi 1, Farnam
More informationStudy of Sorptivity of Self-Compacting Concrete with Different Chemical Admixtures
Global Journal of Researches in Engineering Civil And Structural Engineering Volume 13 Issue 5 Version 1.0 Type: Double Blind Peer Reviewed International Research Journal Publisher: Global Journals Inc.
More informationInternational Journal of Scientific & Engineering Research, Volume 5, Issue 11, November ISSN
International Journal of Scientific & Engineering Research, Volume 5, Issue 11, November-2014 158 Performance Of Self Compacting Concrete Placed Underwater Ali. T. Jasim 1, Marwa J. Murad 2 Abstract The
More informationEffect of Lime Powder and Metakaolin on Fresh and Hardened properties of Self Compacting Concrete
JOURNAL OF MATERIALS AND ENGINEERING STRUCTURES 3 (216) 161 166 161 Research Paper Effect of Lime Powder and Metakaolin on Fresh and Hardened properties of Self Compacting Concrete Rizwan A Khan *, Atul
More informationSelf Compacting Concrete Containing Shell Lime
International Journal of Engineering Research and Development e-issn: 2278-067X, p-issn: 2278-800X, www.ijerd.com Volume 9, Issue 6 (December 2013), PP. 62-68 Self Compacting Concrete Containing Shell
More informationCHAPTER 3 MATERIAL PROPERTIES AND MIX PROPORTIONS
45 CHAPTER 3 MATERIAL PROPERTIES AND MIX PROPORTIONS 3.1 GENERAL In the present investigation, it was planned to cast M40 & M50 grade concrete with and without supplementary cementitious material such
More informationKEYWORDS: Self compacted concrete; recycled aggregate; fresh properties; silica fume; EFNARC standards.
MECHANICAL PROPERTIES OF SELF COMPACTED CONCRETE WITH RECYCLED AGGREGATE M. Arafa 1, A. Shaat 2, M. Abou foul 3, M. Farran, A. Karriri 5 1- Associate Prof., Civil Eng Dept., IUG, Palestine, email: marafa@iugaza.edu.ps
More informationProperties of Self-Compacting Concrete with Machine-Made Sand and High-Volume Mineral Admixtures
96 The Open Construction and Building Technology Journal, 2008, 2, 96-102 Open Access Properties of Self-Compacting Concrete with Machine-Made Sand and High-Volume Mineral Admixtures Zhengwu Jiang 1,*,
More informationINVESTIGATION INTO THE USE OF MICROSILICA AND FLY ASH IN SELF COMPACTING CONCRETE
www.arpapress.com/volumes/vol24issue2/ijrras_24_2_03.pdf INVESTIGATION INTO THE USE OF MICROSILICA AND FLY ASH IN SELF COMPACTING CONCRETE Victor Ajileye Faseyemi Technical Manager Al Andalus Factory for
More informationSELF-COMPACTING CONCRETE- SCC
SELF-COMPACTING CONCRETE- SCC Fahim Al-Neshawy & Esko Sistonen 26.10.2015 Outlines Introduction Properties of fresh self-compacting concrete Mix design principles Testing self-compacting concrete Application
More informationSelf-Compacting Concrete - Procedure and Mix Design
Self-Compacting Concrete - Procedure and Mix Design CHAUTHA RAM 1, RAVI KUMAR 2 1,2Structural Engineering, Kurukshetra University, Kurukshetra, Haryana, India ---------------------------------------------------------------------***----------------------------------------------------------------------
More informationDurability Properties of Self Compacting Concrete containing Fly ash, Lime powder and Metakaolin
206 JOURNAL OF MATERIALS AND ENGINEERING STRUCTURES 2 (2015) 206 212 Research Paper Durability Properties of Self Compacting Concrete containing Fly ash, Lime powder and Metakaolin Rizwan A. Khan*, Atul
More informationInternational Journal of ChemTech Research CODEN (USA): IJCRGG ISSN: Vol.8, No.2, pp , 2015
International Journal of ChemTech Research CODEN (USA): IJCRGG ISSN: 0974-4290 Vol.8, No.2, pp 836-844, 2015 Durability Study of Self Compacting Concrete using Hybrid Glass Fibres Ronzhya Y.R. 1, Praveenkumar
More informationPERFORMANCE STUDY OF SELF COMPACTING FLYASH CONCRETE
PERFORMANCE STUDY OF SELF COMPACTING FLYASH CONCRETE 1 Shibi Varghese, 2 Anju Ebrahim, 3 Neethu B, 4 Priyanka Teresa Mathew, 5 Remya Muraleedharan 1 Professor, Civil Engineering Department, Mar Athanasius
More informationSTEEL FIBER REINFORCED SELF- COMPACTING CONCRETE INCORPORATING CLASS F FLY ASH
STEEL FIBER REINFORCED SELF- COMPACTING CONCRETE INCORPORATING CLASS F FLY ASH B. Krishna Rao Department of Civil Engineering, JNT University Kakinada, Kakinada, Andhra Pradesh, India Abstract: Professor
More informationProperties of Fresh and Hardened High Strength Steel Fibers Reinforced Self-Compacted Concrete
Fourth International Conference on Sustainable Construction Materials and Technologies http://www.claisse.info/proceedings.htm SCMT4 Las Vegas, USA, August 7-11, 2016 Properties of Fresh and Hardened High
More informationDESIGN AND ANALYSIS OF SELF COMPACTING CONCRETE USING NAN SU METHOD
DESIGN AND ANALYSIS OF SELF COMPACTING CONCRETE USING NAN SU METHOD 1 BHOOPATHI VIVEK REDDY, 2 MADADI RAJENDER REDDY 1 M. Tech(Structural Engineering), Department of Civil Engineering, SVS Group of Institutions,
More informationEXPERMENTAL STUDY ON SELF COMPACTING CONCRETE USING INDUSTRIAL WASTE
International Journal of Scientific Research in Engineering (IJSRE) Vol. (), March, 07 EXPERMENTAL STUDY ON SELF COMPACTING CONCRETE USING INDUSTRIAL WASTE Vishal Raval, HarshalPatel, Parth Tilala, Vipin
More informationWorkability Analysis of Glass Fiber Reinforced Self-Compacting Concrete Using J-Ring Test
Workability Analysis of Glass Fiber Reinforced Self-Compacting Concrete Using J-Ring Test Praveen.N.R 1 PG Student, Department of civil engineering, Kongu engineering college, Perundurai, Tamil nadu, Dr.
More informationSTUDY ON PERFORMANCES OF STEEL FIBER REINFORCED C55 GRADE SELF-COMPACTING CONCRETE
STUDY ON PERFORMANCES OF STEEL FIBER REINFORCED C55 GRADE SELF-COMPACTING CONCRETE Beixing Li (1), He Gao (1), Gong Cui (1) and Jin Zha (1) (1)Key Laboratory of Silicate Materials Science and Engineering
More informationComparison of Properties of Fresh and Hardened Concrete Containing Finely Ground Glass Powder, Fly Ash, or Silica Fume
Article Comparison of Properties of Fresh and Hardened Concrete Containing Finely Ground Glass Powder, Fly Ash, or Silica Fume Rungrawee Wattanapornprom a, and Boonchai Stitmannaithum b Faculty of Engineering,
More informationComparative study of Self Compacting Concrete mixes containing Fly Ash and Rice Husk Ash
American Journal of Engineering Research (AJER) e-issn : 232-847 p-issn : 232-936 Volume-3, Issue-3, pp-15-154 www.ajer.org Research Paper Open Access Comparative study of Self Compacting Concrete mixes
More informationBEHAVIOUR OF SELF COMPACTED SELF CURING KILN ASH CONCRETE WITH VARIOUS ADMIXTURES
BEHAVIOUR OF SELF COMPACTED SELF CURING KILN ASH CONCRETE WITH VARIOUS ADMIXTURES M. S. Ravikumar 1, Selvamony C. 1, S. U. Kannan 1 and S. Basil Gnanappa 2 1 Sathyabama University, Chennai, India 2 Moderator
More informationSTRENGTH AND RHEOLOGICAL PROPERTIES OF FIBER REINFORCED SELF COMPACTING CONCRETE WITH ALCCOFINE
SSRG International Journal of Civil Engineering- (ICRTCETM-0) - Special Issue - April 0 International Conference on Recent Trends in Civil Engineering, Technology and Management (ICRTCETM-0) STRENGTH AND
More informationDoç. Dr. Halit YAZICI. D. E. U. Civil Engineering Department.
Doç. Dr. Halit YAZICI D. E. U. Civil Engineering Department http://kisi.deu.edu.tr/halit.yazici Chemical Admixtures In Concrete What Are They? Ingredients other than: Cement Water Aggregates Added before
More informationInternational Journal of Scientific & Engineering Research, Volume 7, Issue 9, September ISSN
International Journal of Scientific & Engineering Research, Volume 7, Issue 9, September-2016 363 An Experimental study on self compacting concrete Hemanvitha Bobba,U.V.Narayan Rao Abstract - Self compacting
More informationAPPLICATION OF SELF-CONSOLIDATING CONCRETE FOR BRIDGE REPAIR
APPLICATION OF SELF-CONSOLIDATING CONCRETE FOR BRIDGE REPAIR Xian-feng Wang The Sixth Construction Group of Shanxi Province, 030024, Shanxi, P. R. China Abstract: A highway bridge in province Shanxi was
More informationMechanical Properties of Self Compacting Concrete Containing Crushed Sand and Sisal Fiber
International Journal of Applied Environmental Sciences ISSN 0973-6077 Volume 13, Number 1 (2018), pp. 71-81 Research India Publications http://www.ripublication.com Mechanical Properties of Self Compacting
More informationProduction of Self-Compacting Concrete Using Jordanian Oil Shale Ash
Production of Self-Compacting Concrete Using Jordanian Oil Shale Ash Ahmed M. Ashteyat 1), Rami H. Haddad 2) and Mohammad M. Yamin 3) 1) Assistant Professor of Civil Engineering, Applied Science University,
More informationEffects of the different atmospheric steam curing processes on the properties of self-compacting-concrete containing microsilica
Sādhanā Vol. 40, Part 4, June 2015, pp. 1361 1371. c Indian Academy of Sciences Effects of the different atmospheric steam curing processes on the properties of self-compacting-concrete containing microsilica
More informationExperimental Investigation on Mechanical and Chemical Properties of Self-Compacting Concrete Containing Copper Slag and Metakaolin
International Research Journal of Engineering and Technology (IRJET) e-issn: 9- Volume: Issue: 7 July www.irjet.net p-issn: 9-7 Experimental Investigation on Mechanical and Chemical Properties of Self-Compacting
More informationResearch Article Self-Compacting Concrete Incorporating Micro-SiO 2 and Acrylic Polymer
Advances in Civil Engineering Volume 214, Article ID 652362, 6 pages http://dx.doi.org/1.1155/214/652362 Research Article Self-Compacting Concrete Incorporating Micro-SiO 2 and Acrylic Polymer Ali Heidari
More informationMIX DESIGN OF SELF COMPACTING CONCRETE USING SUPERPLASTISIZERS (VISCOSITY, MODIFYING AGENT)
ISSN: 0976-2876 (Print) ISSN: 2250-0138(Online) MIX DESIGN OF SELF COMPACTING CONCRETE USING SUPERPLASTISIZERS (VISCOSITY, MODIFYING AGENT) 1 Konkathi Ashwanth kumar, 2 Veshala Vinay Kumar, 3 Konda Rahul,
More informationDetermination of compressive strength difference between conventional concrete and recycled aggregate concrete
ISSN: 2347-3215 Volume 2 Number 9 (September-2014) pp. 175-180 www.ijcrar.com Determination of compressive strength difference between conventional concrete and recycled aggregate concrete Rahul Sikka
More informationINTERNATIONAL JOURNAL OF CIVIL ENGINEERING. International Journal of Civil Engineering and Technology (IJCIET), ISSN (Print),
INTERNATIONAL JOURNAL OF CIVIL ENGINEERING AND TECHNOLOGY (IJCIET) ISSN 0976 6308 (Print) ISSN 0976 6316(Online) Volume 5, Issue 9, September (2014), pp. 156-161 IAEME: www.iaeme.com/ijciet.asp Journal
More informationINTERNAL CURING EFFECT ON PROPERTIES OF SELF- COMPACTING CONCRETE
ISSN: 0976-3104 ARTICLE INTERNAL CURING EFFECT ON PROPERTIES OF SELF- COMPACTING CONCRETE Jamal Ahmadi 1*, Behzad Saeedi Razavi 2, Hamidreza Amini 1, Mehran Moradi 1 1 Civil Engineering Faculty, Department
More informationInternational Journal of ChemTech Research CODEN (USA): IJCRGG ISSN: Vol.8, No.1, pp 01-05, 2015
International Journal of ChemTech Research CODEN (USA): IJCRGG ISSN: 97-9 Vol.8, No.1, pp 1-, 1 Effect of Silica Fume in Flow Properties and Compressive Strength of Self Compacting Concrete S.S.Vivek*
More informationCHAPTER 3 MATERIALS AND MIX PROPORTIONING
33 CHAPTER 3 MATERIALS AND MIX PROPORTIONING 3.1 GENERAL The mix design for self-compacting concrete warrants thorough knowledge of properties of materials used. In this chapter, the properties of the
More informationINTERNATIONAL JOURNAL OF PURE AND APPLIED RESEARCH IN ENGINEERING AND TECHNOLOGY
INTERNATIONAL JOURNAL OF PURE AND APPLIED RESEARCH IN ENGINEERING AND TECHNOLOGY A PATH FOR HORIZING YOUR INNOVATIVE WORK HIGH STRENGTH SELF COMPACTING CONCRETE USING GGBFS ZEESHAN ADIB AHMED 1, DR. S.
More informationHigh Strength Ultrafine Fly Ash Concrete with Silica Fume or Hydrated Lime Addition
International Journal of Constructive Research in Civil Engineering (IJCRCE) Volume 1, Issue 1, June 2015, PP 14-18 www.arcjournals.org High Strength Ultrafine Fly Ash Concrete with Silica Fume or Hydrated
More information[Bhat, 4(5), May, 2017] ISSN: IMPACT FACTOR
UTILIZATION OF WASTE LIMESTONE DUST (LSD) WITH REPLACEMENT OF FINE AGGREGATES (FA) IN SELF-COMPACTED CONCRETE (S.C.C) Aamir Iqbal Bhat *1 & Ravi Kumar 2 *1&2 Swami Devi Dyal institute of engineering and
More informationSTRENGTH AND WORKABILITY OF HYBRID FIBER REINFORCED SELF COMPACTING CONCRETE
STRENGTH AND WORKABILITY OF HYBRID FIBER REINFORCED SELF COMPACTING CONCRETE Hawraa A.Al-Shibani Email: hawraa09537@cceoman.net Abstract. In this project, an experimental investigation is carried out on
More informationStudy of Mechanical and Durability Properties of High Performance Self Compacting Concrete with Varying Proportion of Alccofine and Fly Ash
Study of Mechanical and Durability Properties of High Performance Self Compacting Concrete with Varying Proportion of Alccofine and Fly Ash Dr. Sinha Deepa A. Associate Professor, Structural Engineering
More informationINVESTIGATION OF THE CHEMICAL ADMIXTURE INFLUENCE ON THE PERFORMANCE OF SELF COMPACTING CONCRETE
PartI: Natural & Applied Sciences ISSNL: 22239553, ISSN: 22239944 INVESTIGATION OF THE CHEMICAL ADMIXTURE INFLUENCE ON THE PERFORMANCE OF SELF COMPACTING CONCRETE Akhmad Suryadi Qomariah Sarosa R. M. Civil
More informationCHAPTER 7 PROPERTIES OF SCC AT FRESH STATE
84 CHAPTER 7 PROPERTIES OF SCC AT FRESH STATE 7.1 GENERAL In the construction of structures having thin sections, pour-heights of more than acceptable free fall forconventional concrete, combined with
More informationStudy on Strength Properties of Self Compacting Concrete using GGBS and Lime stone powder as Mineral Admixtures
Study on Strength Properties of Self Compacting Concrete using GGBS and Lime stone powder as Mineral Admixtures 1 Kuruba Anil, 2 P. Lakshmaiah Chowdary 1 M.Tech Computer Aided Structural Engineering, Bheema
More informationDR. E. V. RAGHAVA RAO M.E.,Ph.D, Head of the Department, Visakha technical campus
AN EXPERIMENTAL STUDY ON PARTIAL REPLACEMENT OF CEMENET BY USING FLY ASH AND SILICA FUME IN SELF COMPACTING CONCRETE MR.P.NARASIMHA RAJU Dept of Civil Engineering, Visakha technical campus SRI.O. SURESH,
More informationDEVELOPMENT AND EXPERIMENTAL STUDY ON THE PROPERTIES OF LIGHTWEIGHT SELF COMPACTING CONCRETE
DEVELOPMENT AND EXPERIMENTAL STUDY ON THE PROPERTIES OF LIGHTWEIGHT SELF COMPACTING CONCRETE M. Hubertova (1) and R. Hela (1,2) (1) Brno University of Technology, Institute of Technology of Building Materials
More informationBond strength of reinforcement steel in self-compacting concrete
Bond strength of reinforcement steel in self-compacting concrete Introduction A. Foroughi-Asl 1, S. Dilmaghani 2, H. Famili 3 1 Civil Engineering, University of Tabriz, Iran, Aforough@Tabrizu.ac.ir 2 University
More informationEffects of limestone and super-plasticizer on the fresh properties of self-compacting concrete
Effects of limestone and super-plasticizer on the fresh properties of self-compacting concrete Anthony Nkem Ede 1 and Adefemi Adetunji Adegbite 2 1 Department of Civil Engineering, Covenant University,
More informationUtilization of Palm Oil Fuel Ash in High-Strength Concrete
Utilization of Palm Oil Fuel Ash in High-Strength Concrete Vanchai Sata 1 ; Chai Jaturapitakkul 2 ; and Kraiwood Kiattikomol 3 Abstract: This paper presents use of improved palm oil fuel ash (POFA) as
More informationTHE EFFECT OF ADDITION OF LIMESTONE POWDER ON THE PROPERTIES OF SELF-COMPACTING CONCRETE
THE EFFECT OF ADDITION OF LIMESTONE POWDER ON THE PROPERTIES OF SELF-COMPACTING CONCRETE B. Beeralingegowda 1, V. D. Gundakalle 2 P.G. Student, Civil Engineering Department, KLE Dr. MSSCET, Belgaum, Karnataka,
More informationBehaviour of Glass Fibre Reinforced Concrete Using Ultra Fine Micro silica and Copper Slag IJETED
Behaviour of Glass Fibre Reinforced Concrete Using Ultra Fine Micro silica and Copper Slag Ardra. P.T #1, Sharmila. K #2 #1 Student (M.E. Structural Engineering), JCT College of Engineering and Technology,
More informationTACAMP 2014 CONCRETE. Presented by Rick Wheeler
TACAMP 2014 CONCRETE Presented by Rick Wheeler HISTORY OF CONCRETE 2000 years and still working Concrete is the longest lasting Man-made construction material The Roman Pantheon is the largest (43.4m dia.)
More informationUse of Super Absorbing Polymers (SAP) for Internal Curing of Conventional Concrete with Low W/C Ratio
Use of Super Absorbing Polymers (SAP) for Internal Curing of Conventional Concrete with Low W/C Ratio K. Letcham *** Assistant Professor in Civil Engineering, KPR Institute of Engineering & Technology,
More informationAn Investigation on Effects Of Fly Ash On Strength And Flowability of Self Compacting Concrete
An Investigation on Effects Of Fly Ash On Strength And Flowability of Self Compacting Concrete Prof. Roshan Lal PEC,University of Technology Sector-12, Chandigarh Er. Kuldeep Kumar Chandigarh College of
More informationINFLUENCE Of AGGREGATE ON PROPERTIES OF SELF-CONSOLIDATING CONCRETE
INFLUENCE Of AGGREGATE ON PROPERTIES OF SELF-CONSOLIDATING CONCRETE Youjun Xie, Yanguang Li, Guangcheng Long School of Civil Engineering and Architecture, Central South University, 410075, Changsha, China
More informationEffect of Curing Temperature on Relative Strength of Metakaolin Concrete
Effect of Curing Temperature on Relative Strength of Metakaolin Concrete J M Khatib 1, O Kayali 2, S Kenai 3, M N Haque 4 1 School of Engineering and the Built Environment, University of Wolverhampton,
More informationCompressive and Flexural Strength Characteristics of Self-Compacting Concrete with Demolished Concrete
Volume-5, Issue-3, June-2015 International Journal of Engineering and Management Research Page Number: 124-128 Compressive and Flexural Strength Characteristics of Self-Compacting Concrete with Demolished
More informationD. Maharaj & A. Mwasha University of the West Indies, Trinidad. Abstract
Materials Characterisation VII 159 A comparative analysis of compressive and tensile strengths of concrete made with natural aggregates and electric arc furnace steel slag produced in Trinidad D. Maharaj
More informationRelationship between Ultrasonic Pulse Velocity and Compressive Strength of Self Compacting Concrete incorporate Rice Husk Ash and Metakaolin
International Journal of Engineering and Applied Sciences (IJEAS) ISSN: 2394-3661, Volume-2, Issue-5, May 2015 Relationship between Ultrasonic Pulse Velocity and Compressive Strength of Self Compacting
More informationRELATION BETWEEN THE WORKABILITY AND STRENGTH OF SELF-COMPACTING CONCRETE
RELATION BETWEEN THE WORKABILITY AND STRENGTH OF SELF-COMPACTING CONCRETE M Mazloom*, Shahid Rajaee University, Iran A Ranjbar, Shahid Rajaee University, Iran 35 th Conference on OUR WORLD IN CONCRETE
More informationEFFECT OF CORROSION INHIBITOR ON PROPERTIES OF CONCRETE AND MORTAR MADE WITH DIFFERENT ADMIXTURES
IJRET: International Journal Research in Engineering and Technology ISSN: 2319-1163 EFFECT OF CORROSION INHIBITOR ON PROPERTIES OF CONCRETE AND MORTAR MADE WITH DIFFERENT ADMIXTURES Ratul Das 1, Rama Debbarma
More informationDevelopment of Air-Enhanced Self-Compacting Concrete
ORIGINAL ARTICLE Development of Air-Enhanced Self-Compacting Concrete Kenta Kameshima*, Anuwat ATTACHAIYAWUTH* and Masahiro OUCHI* Kochi University of Technology* E-mail: kame.kame.black17@gmail.com* ABSTRACT:
More informationStudy and Analysis of High Performance Concrete and Estimation of Concrete Strength
Study and Analysis of High Performance Concrete and Estimation of Concrete Strength 1 Swapnil Bhoir, 2 Nilam Adsul, 3 Shrikant Charhate 1,2,3 Dept. of Civil Engineering Abstract --The present day world
More informationwith SF. Table 1 shows details of physical properties of concrete mix components. 2.3 Selection of water to cement ratio Mortar mixing was firstly con
コンクリート工学年次論文集,Vol.36,No.1,214 -Technical Paper- STRENGTH CHARACTERISTICS AND EFFECTIVE CHLORIDE DIFFUSION COEFFICIENT OF RUBBERIZED CONCRETE Nurazuwa MD NOOR *1, Hidenori HAMADA *2, Yasutaka SAGAWA *3
More informationINFLUENCE OF PRE-WETTED LIGHTWEIGHT AGGREGATE ON SCALING RESISTANCE OF HIGH PERFORMANCE CONCRETES
INFLUENCE OF PRE-WETTED LIGHTWEIGHT AGGREGATE ON SCALING RESISTANCE OF HIGH PERFORMANCE CONCRETES Daria Jóźwiak-Niedźwiedzka Institute of Fundamental Technological Research, Polish Academy of Sciences
More informationChapter Introduction. 3.2 Materials Cement
3.1 Introduction This chapter deals with the details about various materials used for the present study and their test results. The method of testing of self computing concrete, heating of specimen etc.
More informationSTUDY ON MECHANICAL PROPERTIES OF HIGH STRENGTH CONCRETE USING COCONUT SHELL AS COARSE AGGREGATE
Int. J. Chem. Sci.: 14(S1), 2016, 247-256 ISSN 0972-768X www.sadgurupublications.com STUDY ON MECHANICAL PROPERTIES OF HIGH STRENGTH CONCRETE USING COCONUT SHELL AS COARSE AGGREGATE M. SANTHOSH KUMAR a,
More informationStudy of Macro level Properties of SCC using GGBS and Lime stone powder
International Journal of Engineering Research and Development e-issn: 2278-067X, p-issn: 2278-800X, www.ijerd.com Volume 11, Issue 08 (August 2015), PP.21-26 Study of Macro level Properties of SCC using
More informationStress-Strain Behaviour of Structural Lightweight Concrete under Confinement
6 th International Conference on Structural Engineering and Construction Management 2015, Kandy, Sri Lanka, 11 th -13 th December 2015 SECM/15/110 Stress-Strain Behaviour of Structural Lightweight Concrete
More informationMechanical Properties of Volcanic Ash Based Concrete
Proceedings of International Seminar on Applied Technology, Science, and Arts (3 rd 224 Mechanical Properties of Volcanic Ash Based Concrete JANUARTI JAYA EKAPUTRI, TRIWULAN, PUJO AJI, AND AHMAD BAIHAQI
More informationAppraisal of Strength of Self Compacted Concrete with Variable Size of Steel Fibre
Appraisal of Strength of Self Compacted Concrete with Variable Size of Steel Fibre Prof. Balasaheb E. Gite 1, Prof. Madhuri K. Rathi 2, Prof. Avinash V. Navale 3 Assistant Professor, Department of Civil
More informationTHE EFFECT OF STEEL FIBERS ON THE MECHANICAL PROPERTIES OF HIGH PERFORMANCE CONCRETE
THE EFFECT OF STEEL FIBERS ON THE MECHANICAL PROPERTIES OF HIGH PERFORMANCE CONCRETE Prof. Dr. Eng.* Dr. Eng.** Eng.(M.Sc.)*** Shakir A.Salih Saeed K. Rejeb Khalid B. Najem * Department of Building and
More informationExperimental Investigation on Self Compacting Concrete by Partial Replacement of Fine Aggregate with Quarry Dust and Cement with Fly Ash
Experimental Investigation on Self Compacting Concrete by Partial Replacement of Fine Aggregate with Quarry Dust and Cement with Fly Ash M. Pavan Kumar 1, R. Suresh 2, G.Tirupathi Naidu 3 Assistant Professor,
More informationCARBONATION OF MEDIUM STRENGTH SCC
SCC 9-China, June 5-7 9, Beijing, China CARBONATION OF MEDIUM STRENGTH SCC Youjun Xie (1),Kunlin Ma (1,) and Guangcheng Long (1) (1) Civil Engineering and Architecture College, Central South University,
More informationEFFECT OF THE LIME CONTENT IN MARBLE POWDER FOR PRODUCING HIGH STRENGTH CONCRETE
EFFECT OF THE LIME CONTENT IN MARBLE POWDER FOR PRODUCING HIGH STRENGTH CONCRETE V. M. Sounthararajan and A. Sivakumar Structural Engineering Division, SMBS, VIT University, Vellore, Tamil Nadu, India
More informationABSTRACT II. HISTORY I. INTRODUCTION
7 IJSRST Volume Issue 6 Print ISSN: 95-6 Online ISSN: 95-6X Themed Section: Science and Technology An Experimental Study on Strength Properties of Fiber Reinforced Self Compacting Concrete Sachin S *,
More informationEffects of Steel and Polypropylene Fiber Addition on Interface Bond Strength between Normal Concrete Substrate and Self-Compacting Concrete Topping Slamet Widodo Doctoral Student at Department of Civil
More informationStudies on properties of internal sealing of self-compacting concrete using polyethylene glycol
Studies on properties of internal sealing of self-compacting concrete using polyethylene glycol A. Sofi and Bopardikar M. Satish Self-curing is done in order to full fill the water requirements of concrete
More informationChapter VI Mix Design of Concrete
CIV415 CONCRETE TECHNOLOGY Chapter VI Mix Design of Concrete Assist.Prof.Dr. Mert Yücel YARDIMCI Advanced Concrete Technology - Zongjun Li 1 Mix Design Mix design can be defined as the processes of selecting
More informationTHE SELF COMPACTING CONCRETE (SCC) USING SEAWATER AS MIXING WATER WITHOUT CURING
THE SELF COMPACTING CONCRETE (SCC) USING SEAWATER AS MIXING WATER WITHOUT CURING Erniati Bachtiar Departmentof Civil Engineering, Faculty of Engineering, Fajar University, Makassar, Indonesia E-Mail: erni_nurzaman@yahoo.com
More informationBehaviour of Self Compacting Concrete by Partial Replacement of Fine Aggregate with Coal Bottom Ash
Behaviour of Self Compacting Concrete by Partial Replacement of Fine Aggregate with Coal Bottom Ash Aswathy P.U Department of Civil Engineering, M G University Mathews M. Paul Department of Civil Engineering,
More informationDEVELOPMENT AND STUDY OF BEHAVIOR OF SELF-COMPACTING CONCRETE USING RECYCLED AGGREGATES
DEVELOPMENT AND STUDY OF BEHAVIOR OF SELF-COMPACTING CONCRETE USING RECYCLED AGGREGATES Arjun B 1, M.Rame Gowda 2 1 M.Tech Student, Department of Civil Engineering, Adichunchanagiri Institute of Technology,
More informationInternational Journal of Advance Engineering and Research Development. Self compacting concrete with partial replacement of sand by waste foundry sand
Scientific Journal of Impact Factor (SJIF): 4.72 International Journal of Advance Engineering and Research Development Volume 4, Issue 9, September -2017 e-issn (O): 2348-4470 p-issn (P): 2348-6406 Self
More informationSTUDY THE INFLUENCE OF METAKAOLIN AND FOUNDRY SAND ON SELF-COMPACTING CONCRETE PROPERTIES
STUDY THE INFLUENCE OF METAKAOLIN AND FOUNDRY SAND ON SELF-COMPACTING CONCRETE PROPERTIES 1M.Tech Student, Civil Engineering, Narasaraopeta Engineering College, Andhra Pradesh, India 2Assistant Professor,
More informationHigh Strength Concrete With Pond-Ash as Partially Replaced by Fine Aggregate and Fine Fly-Ash, Alccofine as Cement
GRD Journals Global Research and Development Journal for Engineering Recent Advances in Civil Engineering for Global Sustainability March 2016 e-issn: 2455-5703 High Strength Concrete With Pond-Ash as
More informationExperimental Investigation on self Compacting Concrete using Marble Powder and Silica Fume
Experimental Investigation on self Compacting Concrete using Marble Powder and Silica Fume M. Chockalingam, Asst.Professor MNSK College of Engineering, Pudukkottai, Tamilnadu Abstract: Self-Compacting
More informationStudy on Durability Characteristics of Self-Compacting Concrete with Fly Ash
Study on Durability Characteristics of Self-Compacting Concrete with Fly Ash Dhiyaneshwaran, S. 1), Ramanathan, P. 2), Baskar, I. 3) and Venkatasubramani, R. 4) 1) Post-Graduate Student, Department of
More informationA MIX DESIGN PROCEDURE FOR SELF COMPACTING CONCRETE
International Research Journal of Engineering and Technology (IRJET) e-issn: 2395-56 Volume: 5 Issue: 2 Feb-218 www.irjet.net p-issn: 2395-72 A MIX DESIGN PROCEDURE FOR SELF COMPACTING CONCRETE Ashish
More information