Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is well ppint system electroosmosis method vacuum method deep well system well ppint system electroosmosis method vacuum method deep well system ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is None of these 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 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is -2 0.5 -0.5 2 -2 0.5 -0.5 2 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Unconfmed compressive strength test is consolidated undrained test undrained test consolidated drained test drained test consolidated undrained test undrained test consolidated drained test drained test 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° is rarely more than 30° for fine grained soil increases as the soil gradation im-proves increases as the size of particles increases is limited to a maximum value of 45° is rarely more than 30° for fine grained soil increases as the soil gradation im-proves increases as the size of particles increases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is more suitable for the determination of permeability of clayey soil ? None of these horizontal permeability test falling head method constant head method None of these horizontal permeability test falling head method constant head method ANSWER DOWNLOAD EXAMIANS APP
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