insted of bentonite we can use any alternate material in
piling ?
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procedure for preliminary selection of size of column of 5 storey building
If concrete fails in cube strength as well as non distactive test? what to do? for example grade of concrete is M35, cube strength is 26.1 n/mm2 after 28 days and non districtive test strength is 28.1 n/mm2 after 28 days. i am not distroying the rcc memeber.
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In two way slab where should we stop the work at end of the day?
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