mpressive strength of quarry waste as arse aggregate in ncrete
2020-05-12T02:05:47+00:00
compressive strength of quarry waste as coarse
Strength of concrete with ceramic waste and quarry dust as aggregates replacement for conventional crushed stone coarse and fine aggregate Experiment From the results show that compressive strength of concrete with quarry dust as Experiments were carried out to determine the compressive, splitting tensile and flexural strengths and the modulus of elasticity of concrete with ceramic waste coarse aggregate (PDF) Studies on strength characteristics on utilization This research focuses on a study of the strength of concrete with ceramic waste as coarse aggregate and quarry dust as fine aggregate The sources of ceramic waste and quarry dust are obtained (PDF) Strength of Concrete with Ceramic Waste and
COMPARING THE COMPRESSIVE STRENGTHS OF
quarry dust as fine aggregate as well, also the concrete derived from them were tested in their fresh and hardened states Below are presentation of data and a detailed discussion on the results obtained The analysis is carried out in tables and graphs shown below Table 1 Compressive strength of Quarry Dust S/N Point of observation Replica 1 Compressive and tensile strength of all concrete mixes containing marble aggregate was increased up to 75% replacement of conventional coarse aggregate In a study by Andre et al [1] , it was reported that, workability of concrete mix decreased as the replacement level increased, the same trend was reported by Hebhoub et al [10] Impact of marble waste as coarse aggregate on Fresh ceramic waste coarse aggregate an d quarry dust fine aggregates concrete more less cohesive and workable than conventional concrete because high water absorption of ceramic waste (Abdullah et al, 2006) [10] Besides that, the compressive strength for ceramic coarse aggregate concrete varie d from 15 30 N/mm2 [11] Research completed by AN EXPERIMENTAL ANALYSIS OF PARTIAL REPLACEMENT
Compressive Strength of Concrete Using Sawdust as
compressive strength were 575%, 681%, 837%,and 873% respectively The results of the study indicate that both the density and compressive strength of concrete decreased as the percentage replacement increased but replacement of sand by sawdust produced a higher percentage reduction in compressive strength than in density strength of conventional concrete and crushed stone aggregate concrete The strength of the concrete with different coarse aggregates is given in Table 3 The compressive strength of concrete cubes made with ceramic insulator and glass concrete were found to be 16% and 2634 % lesser respectively than that of conventional concreteSTUDIES ON STRENGTH CHARACTERISTICS ON The partial ewaste concrete also named Ecrete concrete Construction Waste Material The construction waste material is also very suitable for replacing the coarse aggregate in concrete It contains mostly the demolished building pieces like a portion of slab, beam, column masonry elementsReplacement Of Coarse Aggregate In Concrete [Civil
Study on Compressive Strength of Quarry Dust as Fine
(c) The compressive strength results of quarry dust concrete (cubes) were obtained in the third series, where M20, M25, and M30 grades of concrete with 20, 25, and 30 percent replacement of quarry dust and also workability are studied by varying the watercement ratio of 045 and 050 and the results are presented The compressive strength of concrete cubes made with ceramic waste and quarry dust were found to be 16% and 2634 % lesser respectively than that of conventional concrete The reasons may be due to smooth surface So In the further investigation 30 % replacement of ceramic waste as coarse aggregate and quarry dust as fineVol 5, Issue 4, April 2016 Experimental Study of Coarse coarse aggregate and 50 % of quarry dust as a of fine aggregate The compressive strength, split tensile strength and flexural strength of concrete are found at the age of 28 days is obtained at room temperature Key words : Waste bottle caps, quarry dust, compressive strength, split tensile and flexural test IntroductionInternational Journal of ChemTech Research
Study on Partial Replacement of Fine Aggregate by
replacing fine aggregate by quarry rock dust Compressive Strength After curing, cubical specimens are tested to determine the compressive strength of concrete The compressive strength of cubical specimens after 7, 28, 56 days of curing are determined 30 5 Split Tensile Strength AGGREGATE BY QUARRY ROCK DUST 28 days compressive strength and split tensile strength of concrete with quarry dust as a partial replacement of fine a ggregate, the following conclusion can be drawn: 1 The compressive strength of concrete is i use of quarry dust up to 10% replacement of sand F rom 10% there is decrease in compressive strength 2STUDY OF PARTIAL REPLACEMENT OF FINE AGGREGATE This experimental investigation presents the feasibility of making concrete using ceramic waste as a coarse aggregate at 25, 50, 75, 100 per cent replacement of crushed stone in conventional concrete The mechanical and durability properties of this(PDF) Ceramic waste as coarse aggregate in the
Use of Quarry Fine as Partial Replacement of Concrete as
in each crusher unit in India is left out as wastequarry dust This waste problem may be avoided as it could be converted into useful application in concrete production Concrete with quarry dust as fine aggregate In a study in Thailand by Khamput [11] on the compressive strength of concrete using quarry dust as fine aggregate and strength of conventional concrete and crushed stone aggregate concrete The strength of the concrete with different coarse aggregates is given in Table 3 The compressive strength of concrete cubes made with ceramic insulator and glass concrete were found to be 16% and 2634 % lesser respectively than that of conventional concreteSTUDIES ON STRENGTH CHARACTERISTICS ON The partial ewaste concrete also named Ecrete concrete Construction Waste Material The construction waste material is also very suitable for replacing the coarse aggregate in concrete It contains mostly the demolished building pieces like a portion of slab, beam, column masonry elementsReplacement Of Coarse Aggregate In Concrete [Civil
Artificial neural network application to the
This work is on the application of Artificial Neural Network (ANN) to study the effects of using palm kernel shells (PKS) as aggregates on the compressive strength of concrete ANN with an input neuron of 6 factors, 2 hidden layers, 18 and 12 each and 1 output neuron for the compressive strength were used for this work A mix ratio of 1: 15: 3 with cement content of 382kN/m3, watercement The compressive strength of concrete cubes made with ceramic waste and quarry dust were found to be 16% and 2634 % lesser respectively than that of conventional concrete The reasons may be due to smooth surface So In the further investigation 30 % replacement of ceramic waste as coarse aggregate and quarry dust as fineVol 5, Issue 4, April 2016 Experimental Study of Coarse coarse aggregate and 50 % of quarry dust as a of fine aggregate The compressive strength, split tensile strength and flexural strength of concrete are found at the age of 28 days is obtained at room temperature Key words : Waste bottle caps, quarry dust, compressive strength, split tensile and flexural test IntroductionInternational Journal of ChemTech Research
(PDF) Ceramic waste as coarse aggregate in the
This experimental investigation presents the feasibility of making concrete using ceramic waste as a coarse aggregate at 25, 50, 75, 100 per cent replacement of crushed stone in conventional concrete The mechanical and durability properties of this compressive strength and split tensile strength of concrete with quarry dust as a partial replacement of fine a ggregate, the following conclusion can be drawn: 1 The compressive strength of concrete is i use of quarry dust up to 10% replacement of sand F rom 10% there is decrease in compressive strength 2STUDY OF PARTIAL REPLACEMENT OF FINE AGGREGATE Effect of Recycling Waste Glass as Fine and Coarse Aggregate on Same Properties of Concrete Local fine aggregate was used in the Akheider quarry with a maximum size of 475 mm (the most important properties of hardened concrete is the quality and strength of concrete compressive Strength is the mother resistance of hardened concrete as Effect of Recycling Waste Glass as Fine and Coarse
Effect of Partial Replacement of Fine and Coarse
The properties such as flexural strength and compressive strength of concrete incorporating ceramic waste in partial replacement of sand and coarse aggregate (10mm) were examined and compared The flexural strength and compressive strength was determined at the age of 7 days and 28 days Cubes for compressive strength as crushed ceramic waste as partial replacement of conventional coarse aggregate up to 40 percent, without affecting the design strength AM Mustafa Al Bakri1 et al7] They have investigated the strength of concrete with ceramic waste as replacement of coarse aggregate in concreteLiterature Review on Different Waste Materials Use in examined the slump and the compressive strength of concrete using quarry dust as fine aggregate and crushed stone as the coarse aggregate For this purpose, two different mixes of M40 grade 1: 139: 17 (cement: river sand: crushed stone aggregate) and 1: 137: 17 (cement: quarry dust: crushed stone aggregate) ratios were usedProperties of Green Concrete Mix by Concurrent use of
Replacement Of Coarse Aggregate In Concrete [Civil
The partial ewaste concrete also named Ecrete concrete Construction Waste Material The construction waste material is also very suitable for replacing the coarse aggregate in concrete It contains mostly the demolished building pieces like a portion of slab, beam, column masonry elements This work is on the application of Artificial Neural Network (ANN) to study the effects of using palm kernel shells (PKS) as aggregates on the compressive strength of concrete ANN with an input neuron of 6 factors, 2 hidden layers, 18 and 12 each and 1 output neuron for the compressive strength were used for this work A mix ratio of 1: 15: 3 with cement content of 382kN/m3, watercement Artificial neural network application to the