Aug 11 Test Methods The compressive strength of all the concrete samples cubes prepared with and without waste material were tested after 28 days of curing These specimens were tested according to the standard of ASTMC129 The average value of three specimens were taken as the compressive strength of the said mix
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Get Price1 compressive strength of concreteis higher than tensile strength concrete experience good behave in compression whereas poor behave in tension Maximum compressive strength of M20 concrete is 20MPa whereas maximum tensile strength is only about 10 to 12% of compressive strength
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Get PriceVolcanic rocks from the Bodrum Peninsula have been studied to establish a relationship between the uniaxial compressive strength UCS Young s modulus E and Schmidt hammer rebound number N
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Get PriceEstimating compressive strength General rock failure criterion can be reduced to a few parameters dependent on lithology m and the uniaxial compressive strength C 0 Lithology is commonly derived during log analysis so m may be estimated Table 1 What is needed still is an initial measure of rock strength provided by C 0 C 0 can be estimated from porosity or sonic velocities but many
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Get PriceIn very simple words compressive strength is calculated by dividing the failure load with the area of application of load usually after 28 days of curing The strength of concrete is controlled by the proportioning of cement coarse and fine aggregates water and various admixtures
Get Pricethe compressive strength was marginal as shown in Chart 4 The compressive strengths were 2765295 N/mm3 except for the specimens with basalt fibers The addition of basalt fibers may have had a negative influence on the development of the compressive strength which was only 2465 N/mm3 Thus the compressive strength of the Basalt 26 2339 3 S
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Get PriceS and compressive strength f c of lightweight expanded clay concrete LECC reinforced by blending dispersed chopped basalt fiber BF in the LECC The chopped BF has a diameter of 15 micrometers and 20 mm length mixed with concrete in the ratio of 0% % % % and % by weight
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