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a) Describe the recommended construction practices to avoid deterimental differential settlement in large structures.
(b) What is meant by bearing capacity of soil? How will verify determine it in the field? Explain the procedure bringing out its limitations.
(c) Write brief critical notes on:
(i) Standard Penetration test
(ii) General shear failure and local shear failure of shallow foundations.
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A piece of clay taken from a sampling tube has a wet weight of 1.553 N and volume of 95.3 cm 3 . After drying in an oven for 24 hours at 105°C, its weight 1.087 N. Suppose the spec
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Q. What is objective method of assessment? Track recording consists of objective method of assessment of the quality of track with the help of sophisticated equipments. A conti
Ground Water Levels The location of the ground water level is essential for deep excavation, water-logged areas. The existing wells in the nearby vicinity of the proposed site
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