Soil Mechanics and Foundation Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of angle of internal friction only both cohesion and angle of internal friction both cohesion and angle of internal friction cohesion only angle of internal friction only both cohesion and angle of internal friction both cohesion and angle of internal friction cohesion only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is less at edges compared to middle None of these uniform throughout more at edges compared to middle less at edges compared to middle None of these uniform throughout more at edges compared to middle ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in semi-solid state plastic state solid state liquid state semi-solid state plastic state solid state liquid state ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the incorrect statement. Effective angle of shearing resistance 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 is rarely more than 30° for fine grained soil increases as the soil gradation im-proves is limited to a maximum value of 45° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sand particles are made of kaolinite illite rock minerals montmorillonite kaolinite illite rock minerals montmorillonite ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a structure resting on a soil Decreases with the decrease in the plastic limit Increases with the increase in the initial voids ratio Decreases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil Decreases with the decrease in the plastic limit Increases with the increase in the initial voids ratio Decreases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil ANSWER DOWNLOAD EXAMIANS APP
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