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The soil in a borrow pit has a void ratio of 0.90. A fill-in-place volume of 20,000 m3 is to be constructed with an in-place dry density of 18.84 kN/m3.
If the owner of borrow area is to be compensated at Rs. 1.50 per cubic metre of excavation, verify the cost of compensation
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Verify the grain specific gravity In a specific gravity test, the weight of the dry soil taken is 0.66 N. The weight of the pyknometer filled with this soil and water is 6.756
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Q. Explain Strain compatibility in mini-piles? In designing the axial capacity of mini-piles, grout can be taken into account in the contribution of axial load capacity. Though
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