CHAPTER-3 MIX DESIGN AND STRENGTH PROPERTIES OF GPC
|
|
- Felix Gallagher
- 5 years ago
- Views:
Transcription
1 65 CHAPTER-3 MIX DESIGN AND STRENGTH PROPERTIES OF GPC 3.0 IMPORTANCE OF MIX DESIGN Many parameters are involved in the production of GPC, out of which alkaline liquid mineral admixtures ratio and superplasticiser are important. Sulphonated Naphthalene based dispersing agents are adopted as super plasticizers to obtain better mechanical properties of GPC. Low calcium flyash gives better results from the point of view of chemical composition. GGBS is used to fill the voids between flyash and fine aggregate and this helps in the degree of particle aggregation, nature and quantity of impurities and basic particle size. Sodium hydroxide and sodium silicate solutions used as alkaline liquids react with flyash and GGBS to form the geopolymer gel binding the aggregates to produce GPC. The final product was cured in steam curing chamber at 60 C for 24 hours. Based on review of literature, Rangan s method [18] has been adopted to produce M60 GPC. TVC mix design has been carried out using Perumal s method [112]. 3.1 MATERIALS CHARACTERISTICS Fly Ash Fly ash is the alumino silicate source material used for the synthesis of geopolymeric binder. Class F fly ash shown in fig 3.1 obtained from the silos of Raichur Thermal Power Station, Karnataka
2 66 was used for the experimental work. The percentage of fly ash passing through 45µm IS Sieve was found to be 95%. The physical characteristics are as shown in table 3.1 Fig Low calcium Fly Ash (ASTM Class F) Table Physical Characteristics of Fly Ash Properties Values Specific gravity 2.40 Blaine s fineness (m 2 / kg) Ground granulated blast furnace slag Ground Granulated Blast Furnace Slag (GGBS) shown in fig 3.2 is a byproduct of the steel industry. Blast furnace slag is defined as the non-metallic product consisting essentially of calcium silicates and other bases that is developed in a molten condition simultaneously with iron in a blast furnace. About 10% by mass of binders was replaced with GGBS. Fig Ground Granulated Blast Furnace Slag (GGBS)
3 67 Sieve size (mm) Coarse and Fine Aggregates The fine aggregate used in the study was river sand and coarse aggregate are crushed angular granite stone passing 12.5 mm sieve. The sieve analysis of fine and coarse aggregate are shown in table 3.2 & 3.3 Wt. retained (gms) Table Sieve Analysis Results of Fine Aggregate Cum. % Wt. retained % Wt. passing Specifications as per IS 383: 1993 [133] for % passing with different zones I II III IV Sl. No Table Sieve Analysis Results of Coarse Aggregate Sieve Size (mm) Wt. Retained % Wt. Retained Cum. % Wt. Retained % Wt passing Grading limits as per IS 383: 1993 [133] Coarse and fine aggregate tested conforms to the specifications as per IS 383: 1970 [110] with fine aggregate belonging to zone II as per the specifications. The physical characteristics of coarse and fine aggregates are shown in table 3.4 and 3.5 Table Physical Characteristics of Coarse Aggregates Specific Fineness Flakiness Density (kg/m Sl. No. 3 ) Gravity Modulus Index Loose Rodded %
4 68 Table Physical characteristics of Fine Aggregates Specific Fineness Flakiness Density (kg/m Sl. No. 3 ) Gravity Modulus Index Loose Rodded % Alkaline Liquids Sodium silicate gel (Na2SiO3) and sodium hydroxide (NaOH) solutions used for fly ash activation is shown in fig 3.3 Sodium hydroxide solution of 8, 12 and 14 Molar was prepared by mixing the pellets with water. The mass of NaOH solids in a solution varied depending on the concentration of the solution expressed in terms of molar, M. For instance, NaOH solution with a concentration of 8M consisted of 8 40 = 320 grams of NaOH solids (in pellet form) per litre of the solution, where 40 is the molecular weight of NaOH. The Sodium silicate and Sodium hydroxide solution were mixed 24hrs prior to usage. Fig Sodium hydroxide pellets and Sodium silicate solution Super plasticizer Super plasticizers are capable of reducing water contents by about 30 percent. However it is to be noted that full efficiency of super plasticizer can be got only when it is added to a mix that has as initial slump of 20 to 30 mm. Addition of super plasticizer to stiff concrete mix reduces its water reducing efficiency. Depending on the solid content of
5 69 the mix, a dosage of 1 to 3 percent by weight is recommended. For the present investigation, a super plasticizer namely CONPLAST SP 430 has been used for obtaining workable concrete at low a/m ratio. CONPLAST SP 430 complies with IS 9103: 1999 [130] and BS: 5075 part 3 and ASTM C 494, TYPE B as a HR WRA. CONPLAST SP 430 is based on Sulphonated naphthalene formaldehyde (NSF) condensates with chloride content Water Potable drinking water was used. 3.2 NORMAL CONCRETE Cement The cement used in the study is ordinary Portland cement (53 Grade) conforming to IS 12269: 1987 [131] with the physical characteristics as shown in table Silica fume Table Physical Characteristics of Cement Properties Values Specific gravity 3.07 Blaine s fineness (m 2 / kg) 310 Silica fume is a by-product of silicon metal or ferrosilicon alloy production. 42 kg/m 3 of silica fumes was used in M60 concrete.
6 GPC MIX DESIGN AND EXPERIMENTAL DATA Ingredients Required The range of ingredients for M60 concrete based on Rangan s [18] Is listed below. Fly ash Low calcium (ASTM Class F) GGBS 10% of flyash Ratio of Na2SiO3 Solution to NaOH Solution, by mass 0.4 to 2.5 Molarity of NaOH Soln 8M to 14M. Alkaline liquid to Binders ratio 0.3 and Aggregates Super plasticizer 75 to 80% of mass of concrete 2.5 to 3% of flyash and GGBS GPC mix design based on trial mix design and the following quantities are arrived for M60 concrete as given in table MIX DESIGN FOR TRADITIONALLY VIBRATED CONCRETE PROCEDURE Target Mean Strength Target mean strength is calculated as follows: = fck + (t s) with usual IS notations. When adequate data are not available to establish, the fck value can be determined from the following table 3.7 given by ACI report 318.
7 71 Table Target Mean Strength when Data are not available to establish a Standard Deviation Specified Characteristic Compressive Strength, fck (MPa) Less than More than 34.5 Target mean Compressive Strength, (MPa) fck fck fck Selection of maximum size of coarse aggregate The maximum size of the coarse aggregate is selected from the following table 3.8 as given by ACI Report 211.4R.93. Table Maximum Size of Coarse Aggregate Characteristic Comp. Strength, fck (MPa) Less than 62 Greater than or equal to 62 Maximum aggregate size (mm) Estimation of free water content The water content to obtain the desired workability depends upon the quantity of water and super plasticizer. However, the saturation point of the super plasticizer is known, and then the water dosage is obtained from the following table 3.9 If the saturation point is not known, it is suggested that a water content of 150 liters/m 3 shall be taken to start with. Table Determination of the Minimum Water Dosage Saturation Point (%) Water (l/m 3 )
8 Super plasticizer dosage The super plasticizer dosage is obtained from the dosage at the saturation point. If the saturation point is not known, it is suggested that a trial dosage of 1.0% shall be taken to start with Estimation of air content The air content (approximate amount of entrapped air) is obtained from the table 3.10 as given ACI Report 311.4R.93. However, it is suggested that an initial estimate of entrapped air content shall be taken as 1.5% or less, and then adjusting it on the basis of the result obtained with the trial mix. Table Approximate Entrapped Air Content Nominal maximum size of Coarse aggregate (mm) Entrapped air, as percent of Volume of concrete Selection of coarse aggregate content The coarse aggregate content is obtained from the table 3.11 as a function of the particle shape. If there is any doubt about the shape of the CA or if its shape is not known, it is suggested that a CA content of 1050 kg/m 3 shall be taken to start with. The CA so selected should satisfy the requirements of grading and other requirements of IS 383: 1970 [110].
9 73 Table Coarse Aggregate Content CA Particle shape CA Dosage (kg/m 3 ) Elongated or Flat Average Cubic Rounded Selection of water-binder ratio The water-binder ratio for the target mean compressive strength is chosen from fig 3.4, the proposed w/b ratio Vs compressive strength relationship. The w/b ratio so chosen is checked against the limiting w/c ratio for the requirements of durability as per table 3.5 of IS 456: 2000 [132] and the lower of the two values is adopted. Fig w/b ratio v/s compressive strength relationship Calculation of binder contents The binder or cementitious contents per m 3 of concrete is calculated from the w/b ratio and the quantity of water content per m 3 of concrete. The cement content so calculated is checked against the minimum cement content for the requirements of durability as per table and of IS 456: 2000 [132] and the greater of the two values is adopted.
10 Estimation of fine aggregate content The absolute volume of FA is obtained from the following equation: Vfa = [Vw + (Mc/ Sc) + (Msf/ Ssf) + (Mca / Sca) + Vsol + Vea] Where, Vfa = absolute volume of FA in liters per m 3 of concrete Vw = volume of water (liters) per m 3 of concrete Mc = mass of cement (kg) per m 3 of concrete Sc = specific gravity of cement Msf, Mca = Total masses of the SF and CA (kg) per m 3 of concrete respectively Sca, Ssf = specific gravities of saturated surface dry coarse aggregate and silica fume respectively, and Vea = Volume of the entrapped air (liters) per m 3 of concrete respectively. The fine aggregate content per unit volume of concrete is obtained by multiplying the absolute volume of fine aggregate and the specific gravity of the fine aggregate Moisture Adjustments The actual quantities of CA, FA and water content are calculated after allowing necessary corrections for water absorption and free (surface) moisture content of aggregates. The volume of water included in the liquid super plasticizer is calculated and subtracted from the initial mixing water.
11 Unit Mass of Concrete The mass of concrete per unit volume was calculated by adding the masses of the concrete ingredients. Trial mixes were done to obtain mixes having suitable consistency and workability. The results of the trials are indicated in table 3.12 for GPC mix 2 was adopted and the final proportions for M60 is indicated in table 3.13 (GPC and TVC). Table Trial Mixes (GPC) Mass, kg/m 3 Materials Mix1, Mix2, Mix3, Mix4, Al/Fa=0.3 Al/Fa=0.35 Al/Fa=0.4 Al/Fa=0.45 Coarse aggregates Fine sand Fly ash GGBS Na2SiO3 solution NaOH solution Super plasticizer 3% 3% 3% 3% Extra water 3% 3% 3% 3% Table Mix proportion for M60 concretes Materials GPC TVC Cement kg/m Fly ash kg/m GGBS kg/m Silica fume kg/m 3-42 Coarse aggregate kg/m Fine aggregate kg/m NaOH solution (8M) kg/m Na2SiO3 solution kg/m Water l/m Super plasticizer (%) The present investigation shows that high strength GPC mix proportioning can be done on similar guide lines given by Rangan s method. Further investigations are to be carried out to validate the
12 76 author investigation for generality of the Rangan s method for all grades of geopolymer concrete. 3.5 PRODUCTION METHODOLOGY Introduction Fly ash-based geopolymer concrete using low calcium (ASTM Class F) requires trial and error process was used. The focus of the study is to identify the salient parameters that influence the mix proportions and the properties of GPC. The current practice used in the manufacture and testing of TVC was followed. In order to simplify the development process compressive strength is selected as the benchmark parameter. This is not unusual because compressive strength has an intrinsic importance in the structural design of concrete structures Materials for GPC and TVC The material for GPC and TVC described in article SPECIMEN PREPARATION Six cubical moulds of size 100mm, six cylindrical moulds of size mm and six prisms of size mm were used to prepare specimen of GPC and TVC. 3.7 MIXING Geopolymer Concrete Fly ash, GGBS and aggregates were mixed dry in the 100 kg capacity pan mixer for 3 minutes. The alkaline solution that was
13 77 prepared one day prior with super plasticizer and extra water were added into the blend and mixed for 4 minutes Test on Fresh Concrete The fresh fly ash-based geopolymer concrete was light in colour and shiny in appearance (fig 3.5). The mixtures were usually cohesive. The workability of both geopolymer and traditionally vibrated concrete were measured by means of the conventional slump test. Fig Slump test on fresh concrete to assess the workability Casting The fresh concrete was then cast into standard cylindrical moulds, cubes and prisms, which was compacted using vibrating table are shown in figs 3.6 to 3.8 Fig Concrete being poured to a tray Fig Moulds on vibrating table
14 78 Fig Concrete in moulds after compaction Curing After demoulding GPC specimens were then transferred to a steam curing chamber, having a temperature of 60 C inside the chamber for 24 hours. A boiler was used to produce the steam, which was let in to the chamber (fig 3.9). At the end of the curing regime, the specimens were allowed to cool in air, kept in open till the day of testing. TVC specimens were demoulded after 24 hours and cured in water pond till the day of testing. Fig Steam Boiler with curing chamber
15 STRENGTH STUDIES Compressive Strength The GPC and TVC specimens were tested for 7, 14 and 28 days compressive strength as per IS 516: 1959 [127]. The specimens were cleaned and weight of each specimen were recorded. After which the specimen was kept in compression testing machine and loaded till fail as shown in fig 3.10 Fig Specimens before and after compression testing Split Tensile Strength The GPC and TVC cylindrical specimens were tested for 28 days split tensile strength as per IS 5816: 1999 [128] using compression testing machine. The test consists of applying compressive line loads along the opposite generators of a concrete cylinder placed with its axis horizontal between the plattens as shown in fig 3.11 The magnitude of the tensile stress is given by 2P/πDL, where P is the applied load causing splitting of the specimen, where D and L are the diameter and length of the cylinder respectively.
16 80 Fig Specimens before and after split tensile testing Flexure The GPC and TVC specimens were tested for 28 days flexure strength with the modulus of rupture is determined by testing test specimens of mm prism as shown in fig 3.12 The modulus of rupture is determined from the equation fr = M/Z. where M is the bending moment causing the flexure failure and Z is the sectional modulus. Fig Specimen before and after flexural testing 3.9 COMPARISON OF STRENGTH PROPERTIES - GPC AND TVC Compressive strength For M60 grade concrete the compressive strength results of both GPC and TVC are tabulated in the table 3.14
17 81 Table Compressive strengths for GPC and TVC Split tensile strength Days GPC (MPa) TVC (MPa) For M60 grade concrete the split tensile strength results of both GPC and TVC are tabulated in the tables 3.15 & 3.16 Table Split tensile strength values GPC Tensile load (kn) Splitting tensile strength (MPa) Average 3.55 Table Split tensile strength values TVC Tensile load (kn) Splitting tensile strength (MPa) Average Flexural strength For M60 grade concrete the flexural strength results of both GPC and TVC are tabulated in the tables 3.17 & 3.18 according to IS 456 [132].
18 82 Table Flexural strength values for GPC Mix no DG reading P (N) f = Pl/bD Average MPa MPa Table Flexural strength values for TVC Mix no DG reading P (N) f = Pl/bD Average MPa MPa 3.10 CONCLUSIONS OF STRENGTH PROPERTIES OF M60 GPC AND TVC Compressive strength GPC is around 62% more than OPC in 7 days but at 28 days the strength difference between GPC and TVC is only 5%. Hence GPC is attaining early strength but the improvement of strength after 7days is less Split Tensile Strength Tensile strength of GPC is 20% less than TVC. Rapid development of tensile strength is achieved.
19 83 It is true that geopolymer concrete which performs better in compressive strength should have performed in a better way also in split tensile strength as available in the literature. More tests are required to throw light on this so that split tensile strength can be correlated with the corresponding compressive strength Flexural strength There is no much variation in experimental and theoretical values of flexural stress. There was no much difference found in Flexural stresses of GPC and TVC.
CHAPTER 4 GEOPOLYMER CONCRETE COMPOSITES
59 CHAPTER 4 GEOPOLYMER CONCRETE COMPOSITES 4.1 GENERAL From the detailed experimental investigations on fly ash based Geopolymer concrete (GPC) given in chapter 3 the following two limitations have been
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 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 informationStudy of High Performance Concrete with Silica Fume and Glass Fibre
Study of High Performance Concrete with Silica Fume and Glass Fibre S. Durai 1, S.C. Boobalan 2, P. Muthupriya 3 and R.Venkatasubramani 4 The Asian Review of Civil Engineering ISSN 2249-6203 Vol. 2 No.
More informationCHAPTER 6 POLYPROPYLENE FIBRE REINFORCED GEOPOLYMER CONCRETE COMPOSITES
113 CHAPTER 6 POLYPROPYLENE FIBRE REINFORCED GEOPOLYMER CONCRETE COMPOSITES 6.1 GENERAL This chapter describes the effect of addition of polypropylene fibres on the strength characteristics of geopolymer
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 informationStrength Properties of Fly Ash, GGBS, M-Sand Based Polypropylene Fiber Reinforced Geopolymer Concrete
Strength Properties of Fly Ash, GGBS, M-Sand Based Polypropylene Fiber Reinforced Geopolymer Concrete JayShankar T N 1, Dr. Nagaraja P S 2 1Research Scholar, Civil Engineering department, UVCE, Bangalore
More informationAnalysis on Mix Design of High Strength Concrete (M90)
Analysis on Mix Design of High Strength Concrete (M90) CHAITANYA RAJ 1, DIVYANSHI TYAGI 2, GAURAV BUDHANI 3 B.TECH STUDENT 3rd Year Department of Civil Engineering ABES Engineering College Ghaziabad ---------------------------------------------------------------------***---------------------------------------------------------------------
More informationA STUDIES ON BEHAVIOUR OF GEOPOLYMER CONCRETE
A STUDIES ON BEHAVIOUR OF GEOPOLYMER CONCRETE S.K SALINI 3, S. SATHEESH KUMAR 2, Dr. K. THIRUMALAI RAJA 3 1Student, Dept. of Civil Engineering, Builders Engineering College, Tamil Nadu, India 2Professor,
More informationIS : Dr. S. RAVIRAJ
CONCRETE MIX PROPORTIONING IS 10262 : 2009 Dr. S. RAVIRAJ Professor of Civil Engineering JSS Science and Technology University S.J. College of Engineering Mysuru 570 006 ravirajs@sjce.ac.in 1 Introduction
More informationEffect of Different Types of Coarse Aggregates on Physical Properties of Mostly Used Grades M20, M25, M30 of Concrete
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 2278-684,p-ISSN: 2320-334X, Volume 4, Issue Ver. II (Jan. - Feb. 207), PP 46-5 www.iosrjournals.org Effect of Different Types of Coarse
More informationEFFECT OF PARTIAL REPLACEMENT OF CEMENT BY SILICA FUMES ON MECHANICAL PROPERTIES OF CONCRETE
EFFECT OF PARTIAL REPLACEMENT OF CEMENT BY SILICA FUMES ON MECHANICAL PROPERTIES OF CONCRETE Keyur Shah 1, Urvesh Barot 2, Samarth Jariwala 3, Avinash Patel 4, Priyank Jariwala 5 Assistant Professor, Civil
More informationZERO CEMENT CONCRETE WITH UPGRADED PROPERTIES
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 4, July-August 2016, pp. 448 462 Article ID: IJCIET_07_04_040 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=4
More informationInternational Journal of Scientific & Engineering Research, Volume 7, Issue 10, October ISSN
International Journal of Scientific & Engineering Research, Volume 7, Issue 10, October-2016 10 Experimental Investigation on Properties of Geopolimer Concrete Paver Block with the Inclusion of Polypropylene
More informationInternational Journal of Scientific & Engineering Research, Volume 7, Issue 10, October ISSN
International Journal of Scientific & Engineering Research, Volume 7, Issue 1, October-216 162 Evaluation of the Properties of Bentonite Concrete with and without Steel Fiber Amritha E.K and Neethu Paul
More informationFlexural Behaviour of Reinforced Concrete Beams Replacing GGBS as Cement and Slag Sand as Fine Aggregate
Flexural Behaviour of Reinforced Concrete Beams Replacing GGBS as Cement and Slag Sand as Fine Aggregate Sagar Patel 1, Dr. H. B. Balakrishna 2 1 PG Student, Bangalore Institute of Technology, Bangalore-04,
More informationStrength Performance Studies on Ambient Cured Silica fume based Geopolymer Concrete
Strength Performance Studies on Ambient Cured Silica fume based Geopolymer Concrete Manjunath S. Sontakki 1, Prof. Swapnil B. Cholekar 2 1M.Tech Student, Civil Engineering Department, KLE s Dr.M.S.S.C.E.T.
More informationPERFORMANCE OF ALKALINE SOLUTIONS ON GRADES OF GEOPOLYMER CONCRETE
PERFORMANCE OF ALKALINE SOLUTIONS ON GRADES OF GEOPOLYMER CONCRETE Shankar H. Sanni 1, R. B. Khadiranaikar 2 1 Assistant Professor, 2 Professor, Department of Civil Engineering, Basaveshwar Engineering
More informationAn Experimental Study on Partial Replacement of Cement by Ggbs and Natural Sand by Quarry Sand in Concrete
An Experimental Study on Partial Replacement of Cement by Ggbs and Natural Sand by Quarry Sand in Concrete Chaithra H L 1, Pramod K 2, Dr. Chandrashekar A 3 1 PG Student, Dept of Civil Engineering, K V
More informationInternational Journal of Technical Innovation in Modern Engineering & Science (IJTIMES)
International Journal of Technical Innovation in Modern Engineering & Science (IJTIMES) Impact Factor: 5.22 (SJIF-2017), e-issn: 2455-2585 Volume 5, Issue 01, January-2019 EXPERIMENTAL EVALUATION OF THE
More informationSTUDY ON SILICA FUME REPLACED CONCRETE WITH SUPER PLASTICIZER
Int. J. Chem. Sci.: 14(S1), 2016, 359-366 ISSN 0972-768X www.sadgurupublications.com STUDY ON SILICA FUME REPLACED CONCRETE WITH SUPER PLASTICIZER R. M. MADHANASREE *,a, A. JOE PAULSON b and R. ANGELINE
More informationA Study on Strength Properties of Geopolymer Concrete with Addition of G.G.B.S
International Journal of Engineering Research and Development eissn : 2278-067X, pissn : 2278-800X Volume 2, Issue 4 (July 2012), PP. 19-28 A Study on Strength Properties of Geopolymer Concrete with Addition
More informationAbstract Concrete is most used construction material. enhance the strength to the concrete. Fibers act as crack
MECHANICAL PROPERTIES OF BASALT FIBER BASED GEOPOLYMER CONCRETE K.Arunagiri 1, P.Elanchezhiyan 2, V.Marimuthu 3 G.Arunkumar 4 and P.Rajeswaran 5 UG Students, Department of Civil Engineering, Sethu Institute
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 informationManjunatha M Katti Assistant Professor, Dept of Civil Engineering, Channabasaveshwara Institute of Technology, Gubbi, Tumakuru, Karnataka, India
An Experimental Study of Fibre Reinforced Geo Polymer Concrete using Fly ash, GGBS and Polypropylene Fibres with a Partial Replacement of Normal Sand by Quarry Dust Manjunatha M Katti Assistant Professor,
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 informationAn experimental study on the mechanical properties of alccofine based high grade concrete
Volume: 2, Issue: 10, 218-224 Oct 2015 www.allsubjectjournal.com e-issn: 2349-4182 p-issn: 2349-5979 Impact Factor: 5.742 Rajesh Kumar S Research Student, National Institute of Technology, Durgapur, India.
More informationEffect on Strength Characteristics of Low Calcium Fly Ash based Geopolymer Concrete -An Initiative towards Green Concrete
International Journal of Applied Environmental Sciences ISSN 0973-6077 Volume 11, Number 1 (2016), pp. 173-182 Research India Publications http://www.ripublication.com Effect on Strength Characteristics
More informationExperimental Investigation on Properties of Basalt Fiber Reinforced Geopolymer Concrete
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 2278-1684,p-ISSN: 2320-334X, Volume 14, Issue 3 Ver. V. (May - June 2017), PP 105-109 www.iosrjournals.org Experimental Investigation
More informationAnalysis on Mix Design of High Strength Concrete (M100)
Analysis on Mix Design of High Strength Concrete (M100) ANKIT KUMAR VARDHAN 1, HIMANSHU JOHRI 2, NITIN GUPTA 3 1,2,3B.TECH Student 3 rd Year, Department of Civil Engineering ABES Engineering College Ghaziabad,Ghaziabad-201009
More informationA STUDY ON PROPERTIES OF BOTTOM ASH-GGBS GEOPOLYMER CONCRETE FOR PAVER BLOCKS
Volume 4, Issue 4 (April, 215) Online ISSN-2277-1174 Published by: Abhinav Publication Abhinav National Monthly Refereed Journal of Research in A STUDY ON PROPERTIES OF BOTTOM ASH-GGBS GEOPOLYMER CONCRETE
More informationIndex Terms- Copper Slag (CS), Silica Fume (SF), Physical Properties, Compressive Strength, Flexural Strength.
Effect of Silica Fume on Concrete Containing Copper Slag as Fine Aggregate Muhsin Mohyiddeen 1, MayaT.M. 2 P.G Student 1, Assistant Professor 2, Department of civil Engineering 1, 2, Universal Engineering
More informationEffect of Steam Curing on the Strength of Concrete by Using Mineral Admixtures
International Research Journal of Engineering and Technology (IRJET) e-issn: 2395-56 Effect of Steam Curing on the of Concrete by Using Mineral Admixtures Seema G N 1, Sneha S R 2, Suneel Kagi 3, Tilak
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 informationAnil Kumar Nanda, Jaspal Singh. Evaluation of Relation between Split Tensile and Compressive Strength of OPC Concrete
211 Evaluation of Relation between Split Tensile and Compressive Strength of OPC Concrete Anil Kumar Nanda 1, Jaspal Singh 2 1 Professor, Civil Engg. Department, IET, Bhaddal, Ropar (aknanda4ap@gmail.com)
More informationCHAPTER 3 MATERIAL PROPERTIES AND MIX DESIGN
50 CHAPTER 3 MATERIAL PROPERTIES AND MIX DESIGN 3.1 GENERAL Cement concrete is a composite material comprises of cement, fine aggregate, coarse aggregate and water. Nowadays, concrete is made with several
More informationStrength properties of Fly ash and GGBS based Geo-polymer Concrete
International Journal of ChemTech Research CODEN (USA): IJCRGG ISSN: 0974-4290 Vol.9, No.03 pp 350-356, 2016 Strength properties of Fly ash and GGBS based Geo-polymer Concrete P Abhilash 1 *, C.Sashidhar
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 informationAn Experimental Investigation on Performance of Self Compacting Concrete with Partial Replacement of Cement by using Silica Fume and Rice Husk Ash
An Experimental Investigation on Performance of Self Compacting Concrete with Partial Replacement of Cement by using Silica Fume and Rice Husk Ash 1 D.Mohan Kumar, 2 S.Pradeep 1 Lecturer, Department of
More informationEFFECT OF SILICA FUME ON STRENGTH AND DURABILITY PARAMETERS OF CONCRETE
EFFECT OF SILICA FUME ON STRENGTH AND DURABILITY PARAMETERS OF CONCRETE N. K. Amudhavalli 1, Jeena Mathew 2 1 Asst. Professor (Senior Grade), Department of Civil Engg, Tamilnadu College of Engineering,
More informationMagudeaswaran P 1, Eswaramoorthi P 2
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 2278-1684,p-ISSN: 2320-334X, Volume 6, Issue 4 (May. - Jun. 2013), PP 57-63 Experimental Investigations of Mechanical properties on
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 informationParticle Size Effect of Ground Granulated Blast Furnace Slag (GGBS) in Cement Concrete
Particle Size Effect of Ground Granulated Blast Furnace Slag (GGBS) in Cement Concrete V.Nagendra 1, C. Sashidhar 2, S. M. Prasanna Kumar 3, N.Venkata Ramana 4 1 Civil Engineering Department, Nagarjuna
More informationStudy and Analysis of Rigid Pavements Using Fly Ash
Study and Analysis of Rigid Pavements Using Fly Ash Vallabuni Vinay Kalyan 1, P.Sandeep Chandra 2 Mohammed Ibrahim 3, B.Tech Student, Department of Civil Engineering, MRITS College, Maisammaguda, Dulapally,
More informationInvestigation on Influence of Size of the Aggregate in Flyash and GGBS Based Geopolymer Concrete with Complete Replacement of River Sand by M-Sand
Investigation on Influence of Size of the Aggregate in Flyash and GGBS Based Geopolymer Concrete with Complete Replacement of River Sand by M-Sand P.Mahalakshmi 1, S.Christi 2, G.Mahalakshmi 3, J.Nithya
More informationAn Experimental Investigation on Strength Properties of Concrete Replacing Natural Sand by M-Sand Using Silica Fume as an Admixture
An Experimental Investigation on Strength Properties of Concrete Replacing Natural Sand by M-Sand Using Silica Fume as an Admixture Dr.H.M.SOMASEKHARAIAH 1 BASAVAPRABHU M S 2 BASAVALINGAPPA 3 NANDISHKUMAR
More informationConcrete Mix Design. c) Degree of workability = Compaction Factor of 0.95 & Slump of 100 to 150 mm as per IS- 456.
Concrete Mix Design Here a typical practical Concrete Mix Designing procedure adopted at Indian construction sites has been explained for construction engineers for quick reference & use. This provides
More informationInternational Research Journal of Engineering and Technology (IRJET) e-issn:
International Research Journal of Engineering and Technology (IRJET) e-issn: 239-6 Volume: 4 Issue: 3 Mar -217 www.irjet.net p-issn: 239-72 STUDY OF CEMENT CONCRETE BY REPLACEMENT OF CEMENT WITH VARIOUS
More informationAN EXPERIMENTAL INVESTIGATION OF THE STRESS-STRAIN BEHAVIOUR OF GEOPOLYMER CONCRETE
DOI: 10.2478/sjce-2018-0011 AN EXPERIMENTAL INVESTIGATION OF THE STRESS-STRAIN BEHAVIOUR OF GEOPOLYMER CONCRETE M. VENU 1, T. D. GUNNESWARA RAO 1 * Abstract This paper focuses on the mechanical properties
More informationDevelopment and Optimization of Mix Design Of Low Calcium Fly Ash and Slag Based Geopolymer Concrete for Standard Grade
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 2278-1684,p-ISSN: 2320-334X, Volume 13, Issue 4 Ver. III (Jul. - Aug. 2016), PP 39-47 www.iosrjournals.org Development and Optimization
More informationInternational Journal of ChemTech Research CODEN (USA): IJCRGG ISSN: Vol.7, No.5, pp ,
International Journal of ChemTech Research CODEN (USA): IJCRGG ISSN: 0974-4290 Vol.7, No.5, pp 2499-2505, 2014-2015 Steel Slag to Improve the High Strength of Concrete S.P.Palanisamy 1 *, G.Maheswaran
More informationStrength properties of concrete with partial replacement of sand by bottom ash
Strength properties of concrete with partial replacement of sand by bottom ash K. Soman Divya Sasi K.A Abubaker MBITS, M.G University Assistant Professor Consulting Structural Engineer MBITS, M.G University
More informationEXPERIMENTAL INVESTIGATION ON MECHANICAL PROPERTIES OF POLYPROPYLENE FIBRE INCORPORATED CONCRETE WITH SILICA FUME
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 5, September-October 2016, pp. 09 16, Article ID: IJCIET_07_05_002 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=5
More informationMECHANICAL PROPERTIES OF HIGH STRENGTH CONCRETE BY USING M-SAND AS A FINE AGGREGATE
MECHANICAL PROPERTIES OF HIGH STRENGTH CONCRETE BY USING M-SAND AS A FINE AGGREGATE Mani Kandhan.K.U, Sathya Kumar.N 2, Uthaya.K 3, 2, 3 Department of Civil Engineering, Bannari Amman Institute of Technology,
More informationA. HIGH-STRENGTH CONCRETE (HSC)
EFFECTS OF SILICA FUME ON PROPERTIES OF HIGH-STRENGTH CONCRETE Nasratullah Amarkhail Graduate School of Science and Technology, Department of Architecture and Building Engineering Kumamoto University Kumamoto
More informationA STUDY ON WORKABILITY AND SPLIT TENSILE STRENGTH OF MULTI BLEND CONCRETE OF M20 GRADE
A STUDY ON WORKABILITY AND SPLIT TENSILE STRENGTH OF MULTI BLEND CONCRETE OF M20 GRADE MALEPATI NAGARJUNA 1, M PRAVEEN KUMAR 2 1 Postgraduate Scholar, Dept. of Civil Engineering, Visvodaya Engineering
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 informationMix Design For Concrete Roads As Per IRC:
Mix Design For Concrete Roads As Per IRC:15-2011 ABSTRACT: The stresses induced in concrete pavements are mainly flexural. Therefore flexural strength is more often specified than compressive strength
More informationA Study on the Influence of Mineral Admixtures in Cementitious System Containing Chemical Admixtures
International Journal of Engineering Research and Development e-issn: 2278-067X, p-issn: 2278-800X, www.ijerd.com Volume 10, Issue 3 (March 2014), PP.76-82 A Study on the Influence of Mineral Admixtures
More informationSize and Dosage of Micro Silica Fume Behaviour for Partial replacement of Cement in Concrete
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 7-4,p-ISSN: 23-3X, Volume, Issue Ver. VI (Nov. - Dec. 15), PP -3 www.iosrjournals.org Size and Dosage of Micro Silica Fume Behaviour
More informationSTUDY OF STRENGTH AND DURABILITY ON HIGH STRENGTH CONCRETE BY PARTIALLY REPLACING CEMENT WITH GGBS AND FLY ASH OVER ACID ATTACKS
International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 4, April 2017, pp. 441 449 Article ID: IJCIET_08_04_051 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=8&itype=4
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 informationInvestigation on Durability Properties of Concrete Using Manufactured Sand and Admixtures
Investigation on Durability Properties of Concrete Using Manufactured Sand and Admixtures 1 S. Murali Krishnan, 2 Dr.T.Felix Kala ¹Research Scholar, 2 Professor and HOD Department of Civil Engineering,
More informationUtilization of micro silica as partial replacement of OPC & SRC in concrete
International Refereed Journal of Engineering and Science (IRJES) ISSN (Online) 2319-183X, (Print) 2319-1821 Volume 3, Issue 3(March 2014), PP.67-73 Utilization of micro silica as partial replacement of
More informationCHAPTER 3 PROPERTIES OF MATERIALS
59 CHAPTER 3 PROPERTIES OF MATERIALS Concrete is made up of cement, fine aggregate (sand), coarse aggregate (stone chips) and water. It is important to know the properties of constituent materials, as
More informationDesign Of High Performance Concrete By The Partial Replacement of Cement With Silica Fume using M60 Grade
International Journal of Technical Innovation in Modern Engineering & Science (IJTIMES) Impact Factor: 5.22 (SJIF-217), e-issn: 2455-2585 Volume 4, Issue 8, August-218 Design Of High Performance Concrete
More informationAN EXPERIMENTAL STUDY ON PROPERTIES OF THE CONCRETE FOR REPLACEMENT OF SAND BY STONE WASTE FOR DIFFERENT TYPES OF CEMENT WITH CHEMICAL ADMIXTURE
INTERNATIONAL JOURNAL OF CIVIL ENGINEERING AND TECHNOLOGY (IJCIET) ISSN 0976 6308 (Print) ISSN 0976 6316(Online) Volume 6, Issue 2, February (2015), pp. 61-67 IAEME: www.iaeme.com/ijciet.asp Journal Impact
More informationStudy of Properties of Concrete using GGBS and Recycled Concrete Aggregates
Study of Properties of Concrete using GGBS and Recycled Concrete Aggregates Jayalakshmi Sasidharan Nair ICET Muvattupuzha, India Abstract Concrete is playing a significant role in the growth of infrastructural
More informationEXPERIMENTAL INVESTIGATION ON STRENGTH AND DURABILITY CHARACTERISTICS OF HIGH PERFORMANCE CONCRETE USING GGBS AND MSAND
EXPERIMENTAL INVESTIGATION ON STRENGTH AND DURABILITY CHARACTERISTICS OF HIGH PERFORMANCE CONCRETE USING GGBS AND MSAND Christina Mary V. and Kishore CH. Faculty of Building and Environment, Sathyabama
More informationEffect of Micro Silica on the properties of hardened concrete
International Journal Of Engineering Research And Development e-issn: 2278-067X, p-issn: 2278-800X, www.ijerd.com Volume 13, Issue 11 (November 2017), PP. 08-12 Effect of Micro Silica on the properties
More informationA STUDY ON SELF COMPACTING GEOPOLYMER CONCRETE WITH VARIOUS WATER TO GEPOLYMER SOLIDS RATIOS
A STUDY ON SELF COMPACTING GEOPOLYMER CONCRETE WITH VARIOUS WATER TO GEPOLYMER SOLIDS RATIOS Shivaranjan N.S 1, Shiva kumar K.S 2, Dr. D.L Venkatesh Babu 3, Nagaraj V.K 4. 1 P.G.Student, Department of
More informationInfluence of Silica Fume & Recycled Concrete Aggregates on Mechanical Properties of Concrete
Influence of Silica Fume & Recycled Concrete Aggregates on Mechanical Properties of Concrete Ranjodh Singh 1, Sudhir Arora 2 1 Assistant Professor, DAV University, Jalandhar, 2 Assistant Professor at DAV
More informationEXPERIMENTAL INVESTIGATION ON MECHANICAL PROPERTIES OF CONCRETE CONTAINING QUARTZ POWDER AND SILICA FUME WITH STEEL FIBRE
EXPERIMENTAL INVESTIGATION ON MECHANICAL PROPERTIES OF CONCRETE CONTAINING QUARTZ POWDER AND SILICA FUME WITH STEEL FIBRE P.JAYANTHI 1, M.BHARATH 2, K.KANCHANA 3 1,2, Department of Civil Engineering,,
More informationTHE EFFECT OF GGBS ON THE STRENGTH AND CHLORIDE PENETRATION OF CONCRETE
Int. J. Chem. Sci.: 12(3), 2014, 957-964 ISSN 0972-768X www.sadgurupublications.com THE EFFECT OF GGBS ON THE STRENGTH AND CHLORIDE PENETRATION OF CONCRETE P. RAMA MOHAN RAO a and Y. HIMATH KUMAR * KL
More informationFEASIBILITY 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 informationMix Design For Concrete Roads As Per IRC
Mix Design For Concrete Roads As Per IRC-15-2002 ABSTRACT: The stresses induced in concrete pavements are mainly flexural. Therefore flexural strength is more often specified than compressive strength
More informationAN EXPERIMENTAL STUDY ON ALKALI ACTIVATED SLAG CONCRETE USING GGBS AND FLYASH
AN EXPERIMENTAL STUDY ON ALKALI ACTIVATED SLAG CONCRETE USING GGBS AND FLYASH K. Y Satya Pavan 1, V.Sainath 2 1 PG Scholar (Structural Engineering), Gudlavalleru Engineering College, Gudlavalleru, AP,
More informationBehaviour of fibre-reinforced high-performance concrete in exterior beam-column joint
Int J Adv Struct Eng (2014) 6:57 DOI 10.1007/s40091-014-0057-2 ORIGINAL RESEARCH Behaviour of fibre-reinforced high-performance concrete in exterior beam-column joint P. Muthupriya S. C. Boobalan B. G.
More informationTENSILE STRENGTH OF FLY ASH BASED GEOPOLYMER MORTAR
TENSILE STRENGTH OF FLY ASH BASED GEOPOLYMER MORTAR P. Yellaiah 1, Sanjay Kumar Sharma 1 and T. D. Gunneswara Rao 2 1 Department of Civil Engineering, NITTTR, Chandigarh, India 2 Department of Civil Engineering,
More informationStudy of Mechanical Properties of Steel Fiber Reinforced Geopolymer Concrete
Study of Mechanical Properties of Steel Fiber Reinforced Geopolymer Concrete Dr. Sunilkumar S. Patil 1, Amol Ashok Patil 2 1, Professor, Civil Engineering Department, Walchand Institute of Technology,
More informationStrength Characteristics of Concrete Mix by Replacing Fine Aggregates with Industrial Sand
International Journal of Scientific and Research Publications, Volume 6, Issue 5, May 2016 729 Strength Characteristics of Concrete Mix by Replacing Fine Aggregates with Industrial Sand Gaurav Sharma *,
More informationEXPERIMENTAL INVESTIGATION ON PARTIAL REPLACEMENT OF FINE AGGREGATE WITH SABBATH (CUDDAPAH STONE) STONE
EXPERIMENTAL INVESTIGATION ON PARTIAL REPLACEMENT OF FINE AGGREGATE WITH SABBATH (CUDDAPAH STONE) STONE POTU KARTHEEK YADAV* 1, B. BALAKRISHNA BHARATH* 2 * 1 ( PG Student, Department Of Structural Engineering,
More informationStudy On Properties Of High Strength Silica Fume Concrete Withpolypropylene Fibre
Study On Properties Of High Strength Silica Fume Concrete Withpolypropylene Fibre R.Karthi 1, Dr. P. Chandrasekaran 2 M.E., Ph.D., PG Student, Department of Civil Engineering, Kongu Engineering College,
More informationEffect of Palm Oil Fuel Ash (POFA) on Strength Properties of Concrete
International Journal of Scientific and Research Publications, Volume 3, Issue 6, June 2013 1 Effect of Palm Oil Fuel Ash (POFA) on Strength Properties of Concrete Sooraj V.M. Civil Engineering Department,
More informationSTRENGTH AND DURABILITY PROPERTIES OF HIGH PERFORMANCE CONCRETE INCORPORATING SILICA FUME
International Journal of Engineering Sciences & Emerging Technologies, July 215. STRENGTH AND DURABILITY PROPERTIES OF HIGH PERFORMANCE CONCRETE INCORPORATING SILICA FUME AND FLY ASH B. Krishna Kumari
More informationSTRENGTH AND BEHAVIOUR OF GEOPOLYMER CONCRETE BEAMS
ISSN (Online) : 2319-8753 ISSN (Print) : 2347-6710 International Journal of Innovative Research in Science, Engineering and Technology An ISO 3297: 2007 Certified Organization, Volume 2, Special Issue
More informationINTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 3, No 2, 2012
INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 3, No 2, 2012 Copyright by the authors - Licensee IPA- Under Creative Commons license 3.0 Research article ISSN 0976 4399 Performance of
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 informationStrength Tests on Geopolymer Concrete Made With Black Rice Husk Ash and Ground Granulated Blast Furnace Slag
Strength Tests on Geopolymer Concrete Made With Black Rice Husk Ash and Ground Granulated Blast Furnace Slag S. POORNIMA Amara Institute of Engineering & Technology, Narasaraopet, Guntur, Andhra Pradesh,
More informationChapter 7. Concrete Mix Design and Fresh Concrete Properties
Chapter 7 Concrete Mix Design and Fresh Concrete Properties 7.1 GENERAL This chapter describes the conceptual concrete mix design procedures adopted for different lightweight s produced in this study.
More informationSTUDY OF USAGE OF BOTTOM ASH AS PART REPLACEMENT OF SAND FOR MAKING CONCRETE BLOCKS
STUDY OF USAGE OF BOTTOM ASH AS PART REPLACEMENT OF SAND FOR MAKING CONCRETE BLOCKS Satish Sharma*, V.V. Arora *, Adarsh Kumar N S * Centre for Construction Development & Research * National Council for
More informationStrength Properties of High Grade Concrete Replacing Main Ingredients by Quarry Dust & Silica fume
International Journal of Engineering Science Invention ISSN (Online): 2319 6734, ISSN (Print): 2319 6726 Volume 5 Issue 12 December 2016 PP. 75-80 Strength Properties of High Grade Concrete Replacing Main
More informationEXPERIMENTAL INVESTIGATION OF GEOPOLYMER CONCRETE WITH STEEL FIBERS UNDER DIFFERENT CURING EXPOSURES
EXPERIMENTAL INVESTIGATION OF GEOPOLYMER CONCRETE WITH STEEL FIBERS UNDER DIFFERENT CURING EXPOSURES J.S.Kishore Kumar 1, B.PRABU 2, A.SHALINI 3 1Assistant Professor, Department of Civil Engineering, Dhirajlal
More informationEffects of Copper Slag as Partial Replacement for Fine Aggregate in Geopolymer Concrete
Effects of Copper Slag as Partial Replacement for Fine Aggregate in Geopolymer Concrete Neethu Susan Mathew 1, S. Usha 2 1 (Civil Department, Sree Narayana Gurukulam College of Engineering, India) 2 (Civil
More informationResearch Article The Effect of Accelerators and Mix Constituents on the High Early Strength Concrete Properties
International Scholarly Research Network ISRN Civil Engineering Volume 2012, Article ID 1034, 7 pages doi:10.52/2012/1034 Research Article The Effect of Accelerators and Mix Constituents on the High Early
More informationPerformance of Geopolymer Concrete Under Sulfate Exposure
Performance of Geopolymer Concrete Under Sulfate Exposure by S. E. Wallah, D. Hardjito, D.M.J. Sumajouw, and B.V. Rangan Synopsis: As a relatively new material, geopolymer concrete offers the benefits
More informationImpact of Fly Ash and Silpozz as Alternative Cementitious Material in Crusher Dust Concrete [1]
Impact of Fly Ash and Silpozz as Alternative Cementitious Material in Crusher Dust Concrete [1] S. Jena, [2] K. C. Panda, [3] P. Sarangi [1] Assistant Professor, [2] Associate Professor, [3] Assistant
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 informationExperimental Study on Rice Husk Ash in Concrete by Partial Replacement
International Journal of ChemTech Research CODEN (USA): IJCRGG, ISSN: 0974-4290, ISSN(Online):2455-9555 Vol.10 No.8, pp 812-819, 2017 Experimental Study on Rice Husk Ash in Concrete by Partial Replacement
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 information