Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is directly proportional to the compression index directly proportional to the voids ratio inversely proportional to the compression index None of these directly proportional to the compression index directly proportional to the voids ratio inversely proportional to the compression index None of these 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 soil gradation im-proves is limited to a maximum value of 45° increases as the size of particles increases is rarely more than 30° for fine grained soil increases as the soil gradation im-proves is limited to a maximum value of 45° increases as the size of particles increases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following is a measure of particle size range ? None of these effective size uniformity coefficient coefficient of curvature None of these effective size uniformity coefficient coefficient of curvature ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by None of these both compressibility and permeability permeability compressibility None of these both compressibility and permeability permeability compressibility ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in the method of preparation of soil suspension the method of taking observations All of these the principle of test the method of preparation of soil suspension the method of taking observations All of these the principle of test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Total number of stress components at a point within a soil mass loaded at its boundary is 16 9 6 3 16 9 6 3 ANSWER DOWNLOAD EXAMIANS APP
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