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introduction to partial replacement of coarse aggregate by granite waste

An Experimental study on partial replacement for coarse

The evaluation and replacement of granite waste for coarse aggregate are done by using concrete testing. ingredients of The concrete is added and the test is conducted. In this experiment we replace the granite waste for coarse aggregate partially in the percentage of 10%, 20%, 30%, 40%, 50%. The replaced concrete is compared with the normal

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(PDF) Partial Replacement of Coarse Aggregates with

Jul 29, 2020· Hard granite broken stones of out to assess the effect of partial replacement of coarse aggregate by demolished waste on workability and compressive strength of

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PARTIAL REPLACEMENT OF COARSE AGGREGATE WITH

PARTIAL REPLACEMENT OF COARSE AGGREGATE WITH PORCELAIN GRANITE TILE WASTE (PGTW) IN REINFORCED CONCRETE BEAM TAN WEN CHONG Thesis submitted in fulfilment of the requirements for the award of the degree of B. Eng (Hons.) Civil Engineering Faculty of Civil Engineering and Earth Resources UNIVERSITI MALAYSIA PAHANG JUNE 2016

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AN EXPERIMENTAL ANALYSIS OF PARTIAL REPLACEMENT OF

AN EXPERIMENTAL ANALYSIS OF PARTIAL REPLACEMENT OF COARSE AGGREGATE BY WASTE CERAMIC TILE IN CONCRETE N. SIVACHANDIRAN 1, A. MAGESH,2 *1 PG Student,New Prince Shri Bhavani College of Engineering and Technology,Chennai, Tamilnadu, India.

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Partial Replacement of E- Waste with Coarse Aggregate in

The E- waste material is calculated on weight basis as coarse aggregate in the conventional mix: The fineness modulus of coarse aggregate with various E- waste contents is observed as 6.9. The divided particle size is assumed to be between 10mm and 20mm. Then E- waste particles can be considered as partial coarse aggregates.

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GEOPOLYMER CONCRETE WITH PARTIALLY REPLACEMENT OF

d. coarse aggregate. The aggregate of size 20mm &12.5mm were used confirming to IS 383-1970.Properties of aggregate are as shown in table. ENT Table -4.2.:Properties of aggregate Properties Coarse Aggregate Coarse Aggregate ReplacementFine Aggregate Granite waste Type Crushed angular Crushed angular Spherical (River sand) Crushed Regular

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PARTIAL REPLACEMENT OF COARSE AGGREGATE WITH

PARTIAL REPLACEMENT OF COARSE AGGREGATE WITH PORCELAIN GRANITE TILE WASTE (PGTW) IN REINFORCED CONCRETE BEAM TAN WEN CHONG Thesis submitted in fulfilment of the requirements for the award of the degree of B. Eng (Hons.) Civil Engineering Faculty of Civil Engineering and Earth Resources UNIVERSITI MALAYSIA PAHANG JUNE 2016

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EXPERIMENTAL STUDY ON PARTIAL REPLACEMENT OF

Concrete basic constituents are cement, fine aggregate (sand), coarse aggregate (granite chippings) and water. Hence, the overall cost of concrete production depends largely waste to be used as aggregates. One such waste is the seashells obtained from coastal areas, freshwater lakes, EXPERIMENTAL STUDY ON PARTIAL REPLACEMENT OF COARSE

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Partial Replacement of Coarse Aggregate with Demolished

2. Separation of the coarse aggregate from demolished waste takes time and labour. 2. LITERATURE REVIEW 1. “Use of demolished concrete waste in partial replacement of coarse aggregate in concrete” SSRG International Journal of Civil Engineering (SSRG-IJCE) volume 3 In this paper, it is discussed that there is a large amount of

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Partial Replacement of E- Waste with Coarse Aggregate in

The E- waste material is calculated on weight basis as coarse aggregate in the conventional mix: The fineness modulus of coarse aggregate with various E- waste contents is observed as 6.9. The divided particle size is assumed to be between 10mm and 20mm. Then E- waste particles can be considered as partial coarse aggregates.

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Experimental Study of Partial Replacement of Fine

used as partial replacement for river sand. The properties of the material investigated are presented in table 2. The size of the material used is 4.75 mm and down size. 2 Coarse aggregate: Machine crushed granite obtained from a local quarry was used as coarse aggregate. The properties of the coarse aggregate are shown in table 3

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Coconut Shell as Partial Replacement for Coarse Aggregate

use lightweight concrete. The possibility exists for the partial replacement of coarse aggregate with coconut shell to produce lightweight concrete. Coconut shell exhibits more resistance against crushing, impact and abrasion, compared to crushed granite aggregate. Coconut shell can be grouped under lightweight aggregate.

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Experimental investigation on partial replacement of steel

Nov 03, 2020· The replacement of E-waste with coarse aggregate shows slight improvement in the Compressive, flexural and split tensile strength of concrete by replacement of 20% compared to other mixes. 5. Conclusion. Steel slag replacement increases with

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use of waste material as partial replacement for concrete

Three specimens each having 0%, 10%, 20%, and 30% demolished waste as coarse aggregate replacement for mix of 1:1.67:3.33were cast and tested after 7 and 28 days in order to have a comparative study. They concluded that up to 30% replacement of coarse aggregate with recycled aggregate concrete was comparable to conventional concrete.

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“Coconut Shell as Partial Replacement of Coarse Aggregate

Determination of Physical Properties The following tests are as per the I.S: 2386-1968-Part-III and Lab Manual of Highway Engineering by Justo and Khanna (used for P.W.D works) A. Cement (53 grade O.P.C) B. Fine Aggregate(Sand) C. Coarse Aggregate(Granite) D. Coconut Shell(sieved through 12.5 and retained on 10 mm I.S. sieve.

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Performance of Waste Coconut Shell as Partial Replacement

tutes for conventional coarse aggregate. The main objective is to encourage the use of waste products as construction mate--cost housing. Crushed granular coconut and palm e-echanical properties o-i-ction of 30% and 42% for rnel shell . 4.2 Siti Aminah Bt Tukiman and Sabarudin Bin Mohd (2009) replaced the coarse aggregate by coconut shell and

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Properties of concrete containing polished granite waste

Oct 01, 2017· To investigate the suitability of granite waste as a replacement for coarse aggregate in concrete, M30 grade concrete was designed (as per IS 10262: 2010) with water to cement ratio 0.38. Other water–cement ratios of 0.4 and 0.42 were also studied. The ratio of cement, fine aggregate and coarse aggregate were 1: 1.50: 2.79.

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COCONUT SHELL AS PARTIAL REPLACEMENT OF COARSE AGGREGATE

For the purpose of this work, three types of coarse aggregates, quartzite, granite, and river gravel, were used. The fine aggregate is normal sand obtained from a borrow pit.

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Effect of Strength Properties on Concrete by Partial

Keywords: Cement, Coarse Aggregate, Cuddapah Waste, Fly Ash, Partial Replacement, Water. 1. INTRODUCTION Concrete is a material synonymous with strength and longevity has emerged as the dominant construction material for the infrastructure needs of the present situation. Due to the vast usage of concrete in this century,

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An Experimental Study on Partial Replacement for Coarse

Owing to the scarcity of coarse aggregate for the preparation of concrete, partial replacement of E-waste with coarse was attempted. The work was conducted on M25 grade mix. In this work, the percentage of various replacement levels of coarse aggregate with E-waste in the range of 0%, 32%, 34%, 36%, and 38%. Finally the

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