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Describe 'general shear failure' and 'Local shear failure'. Differentiate among
(i) Shallow foundation and deep foundation,
(ii) Gross and net bearing capacity,
(iii) Safe bearing capacity and allowable soil pressure.
Harbour Layout: A harbour has the following constituent parts: (a) An entrance channel, 100-300 m wide (b) A turning basin, dia 400-600 m (c) A b
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A completely saturated sample of clay has a volume of 31.25 cm 3 and a weight of 0.5866 N. The same sample after drying has a volume of 23.92 cm 3 and a weight of 0.4281 N. Compu
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