STUDY OF PARTIAL REPLACEMENT OF FINE AGGREGATE BY U

EXPERIMENTAL STUDY ON PARTIAL REPLACEMENT OF COARSE AGGREGATE BY SEASHELL & PARTIAL REPLACEMENT OF CEMENT BY FLYASH www.ijlret.com 71 | Page 4.2 Fine Aggregate The sieve analysis for fine aggregate expressed a fineness modulus of 2.36. Specific gravity of fine aggregate is 2.59.

Corpus ID: 55996473. Study on Strength and Durability of Concrete by Partial Replacement of Fine Aggregate Using Crushed Spent Fire Bricks @article{Keerthinarayana2010StudyOS, title={Study on Strength and Durability of Concrete by Partial Replacement of Fine Aggregate Using Crushed Spent Fire Bricks}, author={S. Keerthinarayana and R. Srinivasan}, journal={The Bulletin of the Polytechnic

In this study, two different types SCC mixes were developed one is the conventional SCC & the other is the triple blended SCC. M60 grade mix quantities for both the mixes are given below. 3.1 Conventional SCC (CSCC) Cement = 428.57 kg/m3. Fly Ash = 168.53 kg/m3. Fine Aggregate = 854.70 kg/m3. Coarse Aggregate = 681.203 kg/m3.

8] T.Phani Madhavi, P.Gunashekaran “Partial replacement of cement and fine aggregate by using fly and glass aggregates” ,international journal of research in engineering and technology 2013. [9] Dr.V.Ramesh, N, Deepak “study on strength parameters for composite concrete by using fly ash aggregate

The main objective of the study is to investigate if using powdered coconut shell as a partial replacement for fine aggregates could meet the standard compressive strength of ACI for sidewalk pavement. 2. REVIEW OF RELATED LITERATURE The researchers’ study is based on the different literatures cited here.

carried out to study the effect of use of coal bottom ash as a partial replacement of fine aggregate. An experimental program is planned in which controlled concrete of grade M30 is used. Fine aggregate is replaced with bottom ash by 10%, 20%, 30%, 40%, 50% and the properties like compressive

to use Quarry dust to replace the fine aggregates in concrete. Following are some of the conclusions drawn from the results of this investigation: 1. Quarry dust can be used as a finer material which can reduce the voids in concrete. 2. Up to 20% replacement of fine aggregates by quarry dust, the results obtained are satisfactory. 3.

This study involved experimental tests, workability and compressive strength tests, on concrete specimen using saw dust as partial replacement for fine aggregate and palm kernel shell as partial replacement for coarse aggregate in concrete production for rigid pavements. The coarse aggregate sizes used here ranges from 5mm to 12.5mm.

the comparative study of mechanical properties of coconut shell as partial replacement of fine aggregate in concrete with different curing method lau jett chen b.eng (hons.) civil engineering universiti malaysia pahang . 3 the comparative study of mechanical properties of coconut

Spent catalyst can be used in concrete applications due to its pozzolanic nature. This study investigates the potential use of spent catalysts in concrete as partial substitute of sand at w/c ratios of 0.5 and 0.7. Concrete mixtures with different proportions of spent catalyst (up to 25% as sand repalcement) were prepared.

DNVKPL.XPDU0LQDSX 0.095DWQDPDQG'U 85DQJDUDMX ³ Experimental Study on Light Weight Aggregate Concrete with Pumice Stone, Silica Fume and Fly Ash as a Partial Replacemen t of Coarse Aggregate ´ International Journal of Innovative Research in Science, Engineering and Technology Vol. 3, Issue 12, ( ) Pages 18130-18138.

paper deals with replacement of sand used in concrete as fine aggregates by the waste generated by the Mucking particles. This study has made an attempt to partially replace mucking dust in place of sand in M30 grade concrete. On experimentation, it was found that the partial replacement of

STUDY ON STRENGTH AND DURABILITY OF CONCRETE BY PARTIAL REPLACEMENT OF FINE AGGREGATE USING CRUSHED SPENT FIRE BRICKS BY S. KEERTHINARAYANA and *R. SRINIVASAN Abstract. Concrete is the most undisputable and indispensable material being used in infrastructure development throughout the world. Umpteen varieties of concretes

gravity. As 100% replacement of natural fine aggregate with plastic fine aggregate is not feasible, partial replacement at various percentage were examined. The percentage substitution that gave higher compressive strength was used for determining the other properties such as modulus of elasticity, split tensile strength and flexural strength

the percentage of copper slag added by weight of fine aggregate up to 30% of replacement of copper slag strength was found to be 45.42 N/mm2 for a design mix 1: 1.4: 2.6 keeping w/c ratio as 0.4[2] Srinivasu, Kranti, Nagasai & Saikumar studied on compressive strength properties and effects of copper slag as partial replacement

for the partial replacement for fine aggregate the experimental procedure is conducted for the replacing Akihiko, Y. and Takashi, Y. “Study of utilisation of copper slag as fine aggregate for concrete”, Ashikaya Kogyo Daigaku Kenkyu Shuroku, Vol. 23, pp. 79-85, 1996.

Partial Replacement of Aggregates with Granulated Waste Plastic in Solid Concrete Blocks—An Intensive Study a study is done to understand the effect of granulated plastic in solid concrete blocks by replacing aggregate fraction with granulated waste plastics. IS 383 (1970) Specification for coarse and fine aggregates from natural

Experimental Study On Concrete by Partial Replacement of Aggregates Raajesh Arvindh J R1, Umamaheswari R2 1 Student, Department of Civil Engineering, Regional Campus of Anna University, Madurai, Tamil Nadu, India. 2Assistant Professor, Department of Civil Engineering, University College of Engineering, Dindigul, Tamil Nadu, India.

The natural aggregate content was replaced with fine RCA at rates of 0, 20, 40, 60, 80, and 100 wt.%, and the packing density of the mixed fine aggregates in this study was estimated using a linear packing model.

D. Kumar, G. Mohiuddin, and M. A. Haleem, "An experimental study on partial replacement fine aggregate with coal bottom ash in concrete", International Journal of Research Sciences and Advanced

Gazi Mohammad Harun-Or-Rashid, Abdullah Al Mamun, Isfaq Eashir Epu, Comparative Study on Marshall Characteristics of Bituminous Mixes by Partial Replacement of Foundry Sand and Ceramic Tile Dust as Fine Aggregate, American Journal of Materials Synthesis and Processing. Vol. 5, , , pp. 10-16.

normal brick and fine aggregate replaced brick are compared and the results are tabulated. This research was experimentally carried out to investigate the properties of both quarry dust and saw dust when used as partial replacement in brick. Comparisons were done on compressive strength for 7, 14 and 21 days.

Penetration, softening point, and flash point tests were also carried out on bitumen. Asphaltic concrete samples were prepared with partial replacement of coarse aggregate in the asphaltic concrete mix with crumb rubber at 0, 2, 4, 6, 8 and 10% by weight of the total mix.

aggregate will be studied for compressive strength, tensile strength and flexural strength. the percentage replacement will be 0%, 10%, 20% and 30% with natural coarse aggregates and replacement of 10% various size of coconut shell in concrete. the replacement 10% of coconut shell and added coir fibre on high temperature.

This experimental investigation involves the comparative study of the properties of concrete subjected to partial replacement of fine aggregate by using iron scale with conventional concrete. The study involves six different mixes consisting of different replacement levels S2(10%), S3(20%) , S4(30%), S5(40%), S6(50%) & S7(60%) of iron scale

replacement. Fine aggregate used was M-sand from local quarry. Crumb Rubber used in the study to replace fine aggregate. The waste tyre Crumb Rubber particles passed through 1.18 mm IS sieve and retaining on 600 µm was used for replacing fine aggregate. Coarse aggregate used for the study was also collected from local quarry.