Soil Mechanics and Foundation The admixture of coarser particles like sand or silt to clay causes decrease in liquid limit and increase in plasticity index decrease in liquid limit and no change in plasticity index decrease in both liquid limit and plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index decrease in liquid limit and no change in plasticity index decrease in both liquid limit and plasticity index increase in both liquid limit and plasticity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the incorrect statement. Effective angle of shearing resistance is limited to a maximum value of 45° increases as the size of particles increases increases as the soil gradation im-proves is rarely more than 30° for fine grained soil is limited to a maximum value of 45° increases as the size of particles increases increases as the soil gradation im-proves is rarely more than 30° for fine grained soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon none of above ultimate bearing capacity of soil only both allowable settlement and ultimate bearing capacity allowable settlement only none of above ultimate bearing capacity of soil only both allowable settlement and ultimate bearing capacity allowable settlement only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of total stress only both effective stress and total stress None of these effective stress only total stress only both effective stress and total stress None of these effective stress only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A pycnometer is used to determine specific gravity and dry density water content and specific gravity water content and voids ratio voids ratio and dry density specific gravity and dry density water content and specific gravity water content and voids ratio voids ratio and dry density ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Within the consolidation process of a saturated clay a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure increase both neutral pressure and effective pressure decrease a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure increase both neutral pressure and effective pressure decrease ANSWER DOWNLOAD EXAMIANS APP
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