(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 water-cement ratio of 0.45 and 0.50 and the results are presented.
Quarry dust was obtained from nearby quarries at crete (cubes) were obtained in the second series, where M25 the home places like Paritala region, Kanchikacherla mandal, grade of concrete with 20, 25, and 30 percent replacement of Advances in Civil Engineering 3 Compressive strength of M20 up to 60 days Compressive strength of M20, M25, and M30
strength of concrete when replacing sand by quarry dust from 0% to 100% in steps of 10%. M20 and M25 grades of concrete were taken for study keeping a constant slump of 60mm. The compressive strength of concrete cubes at the age of 7 and 28 days were obtained at room temperature. Also the temperature
This experimental study presents the variation in the strength of concrete when replacing sand by quarry dust from 0% to 100% in steps of 10%. M20 and M25 grades of concrete were taken for study keeping a constant slump of 60mm. The compressive
Prakash et al [3] assessed the use of dust for normal concrete, reporting that a 40% replacement of fine aggregate by quarry dust resulted in the highest compressive strength
Effect of quarry rock dust on the flexural strength of concrete. Table 3 presents the results of the experimental study of the compressive and flexural strength of concrete for concrete with 0%, 25% and 100% sand replacement levels at 28 days. The flexural strength of the concrete beams was calculated using Eq. Fig. 4 shows that the
The suitability of quarry dust as alternative material for the river sand in concrete manufacturing is studied. M25 grade concrete was prepared with 0%,
purpose. Quarry dust being non-biodegradable material, it takes years to decompose, therefore its use in construction industry reduces the space required for landfilling the quarry dust. The chemical composition of river sand and quarry dust are almost similar. In this we study the efficiency of using quarry dust in concrete by
examples were casted for M25 grade of concrete by supplanting the cement 0%, 5%, 10%, 15% and 20% by quarry dust and tested for workability by slump test, compressive strength, flexure strength and split tensile test at the age of 7, 14, 28 and 50 days. concrete. Quarry dust is a byproduct that is generated from the
investigated the partial replacement of sand with quarry dust. Initially cement concrete cube was studied with various proportions of cement concrete + quarry dust (M 20, AND M25). The experimental results showed that the addition of quarry dust as fine aggregate ratio of 30%, 40% and 50% was found to enhance the compressive properties.
The set of series are, M20 & M25 grade of concrete with 10, 20, 30, 40, 50 and 60 percentage replacement of quarry dust tested for 7 days, and 28 days is studied and the results are presented. 50% replacement of sand by quarry dust gives higher compressive strength than natural sand concrete. Key Words: Concrete, quarry dust, river sand ,
STRENGTH AND DURABILITY STUDIES ON CONCRETE USING QUARRY DUST AS FINE AGGREGATE Dr.A.Vijayakumar1, K.Revathi2, C.Bharathi3 1Professor and Head, compressive strength of concrete for 7 days, 14 days and 28 days and type of mix made with quarry dust. From the table, it is inferred that the control mix and the mix M1 will
Experimental Study on The Strength of Concrete using Quarry Dust and Marble Powder concrete was M25 grade of concrete. The specimens were casted for both quarry dust and marble powder at different concrete, compressive strength, flexural strength I.
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 water-cement ratio Learn More
Research Article Study on Compressive Strength of Quarry Dust as Fine Aggregate in Concrete K.ShyamPrakash 1 andCh.HanumanthaRao 2 Department of Civil Engineering, PVP Siddhartha Institute of Technology, Kanuru, Vijayawada, Andhra Pradesh, India
The present work investigates the effect of using quarry dust as partial replacement for sand on the compressive strength and splitting tensile strength for M25 grade concrete. It identifies the trend in variation of these strengths with increasing replacement. The optimum replacement for which strength is maximized is found for this test batch.
5.1 Compressive Strength results (M25 Grade) With 0% Quarry Dust the Controlled Concrete M25 concrete has given the design strength of 32.23MPa at 28days. With 20% Quarry Dust the strength went up to 34.42 MPa and with 40% Quarry Dust the strength went to 35.63Mpa as shown in the graphs below. Compressive Strength for M25
(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 water-cement ratio
of water cement ratio on the workability and strength of M15, M20 and M25 grade quarry dust concrete. The cement content used in M15, M20 and M25 grade concrete were fixed at 270kg/m3, 290kg/m3 and 300kg/m3 respectively. The water cement ratio Key words: Quarry Dust, Compressive Strength, Split Tensile Strength, Slump, Compaction factor
the workability and compressive strength of concrete made using stone dust as partial replacement of fine aggregate in the range of 10% 100%. M25 grade of concrete was designed using Portland pozzolana cement (PPC) for referral concrete. Workability and Compressive strength were determined at
Mix design has been developed for M25 and M40 grades using design approach IS for both conventional concrete and quarry dust concrete. Tests were conducted on cubes and beams to study the strength of concrete made of Quarry Rock Dust and the results were compared with the Natural Sand Concrete.
quarry dust powder[6]. The compressive strength properties of M20 and M25 concrete containing quarry dust of varying fineness modulus and observed that the quarry dust concrete specimens of fineness 2.947 and 5.09 show almost same strength as that of control concrete
to the reference concrete. Effect of quarry dust on compressive strength of concrete The 100 mm size concrete cubes were used as test specimens to determine the compressive strength. The test results of the cubes are compiled in Figures 2 to 7. 59. The compressive strength of concrete
CiteSeerX Document Details (Isaac Councill, Lee Giles, Pradeep Teregowda): Abstract- This experimental study presents the variation in the strength of concrete when replacing sand by quarry dust from 0% to 100 % in steps of 10%. M20 and M25 grades of concrete were taken for study keeping a constant slump of 60mm. The compressive strength of concrete cubes at the age of 7 and 28
to the reference concrete. Effect of quarry dust on compressive strength of concrete The 100 mm size concrete cubes were used as test specimens to determine the compressive strength. The test results of the cubes are compiled in Figures 2 to 7. 59. The compressive strength of concrete
Quarry dust has been proposed as an alternative to river sand that gives additional benefit to concrete. Quarry dust is known to increase the strength of concrete over concrete made with equal quantities of river sand. The Compressive strength of quarry dust concrete continues to increase with age for all the percentage of quarry dust contents.
5.1 Compressive Strength results (M25 Grade) With 0% Quarry Dust the Controlled Concrete M25 concrete has given the design strength of 32.23MPa at 28days. With 20% Quarry Dust the strength went up to 34.42 MPa and with 40% Quarry Dust the strength went to 35.63Mpa as shown in the graphs below. Compressive Strength for M25
(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 water-cement ratio
COMPRESSIVE STRENGTH OF CONCRETE USING LATERITIC SAND AND QUARRY DUST AS FINE AGGREGATE Joseph O. Ukpata1, Maurice E. Ephraim2 and Godwin A. Akeke1 1Department of Civil Engineering, Cross River University of Technology, Calabar, Nigeria 2Department of Civil Engineering, Rivers State University of Science and Technology, Port Harcourt, Nigeria
CiteSeerX Document Details (Isaac Councill, Lee Giles, Pradeep Teregowda): Abstract- This experimental study presents the variation in the strength of concrete when replacing sand by quarry dust from 0% to 100 % in steps of 10%. M20 and M25 grades of concrete were taken for study keeping a constant slump of 60mm. The compressive strength of concrete cubes at the age of 7 and 28
Mix design has been developed for M25 and M40 grades using design approach IS for both conventional concrete and quarry dust concrete. Tests were conducted on cubes and beams to study the strength of concrete made of Quarry Rock Dust and the results were compared with the Natural Sand Concrete.
Mix design has been developed for three grades using design an approach IS, ACI, USBR, RN.No.4 and BRITISH for both conventional concrete and quarry dust concrete. Tests were conducted on cubes and beams to study the strength of concrete made of Quarry Rock Dust and the results were compared with the Natural Sand Concrete.
quarry dust powder[6]. The compressive strength properties of M20 and M25 concrete containing quarry dust of varying fineness modulus and observed that the quarry dust concrete specimens of fineness 2.947 and 5.09 show almost same strength as that of control concrete
Sahu et al. (2003) observed that concrete made using crushed rock sand attained the comparable compressive strength, tensile strength and modulus of rupture as the control concrete. Sahul Hameed and Sekar (2009) concluded that the compressive strength, split tensile strength and the durability properties of concrete made of quarry rock dust are
Jun 03, 2013· Structural properties of concrete containing lateritic sand and quarry . of lateritic sand and quarry dust from 0% to in steps of 25%.The samples were tested at 28 Keywords: concrete, lateritic sand, quarry dust, aggregate concrete.On the other hand, the suitability of quarry dust as fine aggregate as well as the strength and dura- mould with freshly mixed concrete in two layers
Use of Quarry Dust to Replace Sand in Concrete An Experimental . Use of Quarry Dust to Replace Sand in Concrete EXPERIMENTAL INVESTIGATION A. Mix proportioning Two grades of concrete M20 and M25 having nominal mix proportion of 1:1.5:3 and 1:1:2 respectively were used by weight and w/c ratio was fixed according to the slump requirement of 60mm.
Feb 27, 2017· Experimental Study on The Strength of Concrete using Quarry Dust and Marble Powder (IJSRD/Vol. 4/Issue 04/2016/287) COMPRESSIVE STRENGTH RESULTS 40 30 20 10 0 Control Quarry Quarry Quarry Quarry
Behaviour of concrete on replacement of sand with quaries stone dust as fine aggregate.A mix design has been developed for m25 and m40 grades using design approach is for both conventional concrete and quarry dust concrete.Tests were conducted on cubes and beams to study the strength of concrete made of quarry rock dust and the results. Get Price
