Soil Mechanics and Foundation Time factor for a clay layer is a dimensional parameter directly proportional to permeability of soil inversely proportional to drainage path independent of thickness of clay layer a dimensional parameter directly proportional to permeability of soil inversely proportional to drainage path independent of thickness of clay layer ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which one of the following clays behaves like a dense sand ? normally consolidated clay over-consolidated clay with a low over-consolidation ratio over-consolidated ciay with a high over-consolidation ratio under-consolidated clay normally consolidated clay over-consolidated clay with a low over-consolidation ratio over-consolidated ciay with a high over-consolidation ratio under-consolidated clay ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 30 mm 167 mm 50 mm 15 mm 30 mm 167 mm 50 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear first increases and then decreases remains unchanged increases decreases first increases and then decreases remains unchanged increases decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Dispersed type of soil structure is an arrangement comprising particles having face to face or parallel orientation edge to face orientation All of these edge to edge orientation face to face or parallel orientation edge to face orientation All of these edge to edge orientation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the incorrect statement. Effective angle of shearing resistance is rarely more than 30° for fine grained soil increases as the size of particles increases increases as the soil gradation im-proves is limited to a maximum value of 45° is rarely more than 30° for fine grained soil increases as the size of particles increases increases as the soil gradation im-proves is limited to a maximum value of 45° ANSWER DOWNLOAD EXAMIANS APP
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