Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by MH ML CH SL MH ML CH SL ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For a loose sand sample and a dense sand sample consolidated to the same effective stress ultimate strength is different but peak strength is same ultimate strength is same and also peak strength is same ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is same but peak ultimate strength is different but peak strength is same ultimate strength is same and also peak strength is same ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is same but peak ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is most accurate for the determination of the water content of soil ? pycnometer method sand bath method calcium carbide method oven drying method pycnometer method sand bath method calcium carbide method oven drying method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the water table rises upto ground surface, then the effective stress is reduced due to increase in pore water pressure only but total stress does not change total stress is reduced due to increase in pore water pressure only but effective stress does not change total stress is increased due to decrease in pore water pressure but effective stress does not change effective stress is reduced due to decrease in total stress only but pore water pressure does not change effective stress is reduced due to increase in pore water pressure only but total stress does not change total stress is reduced due to increase in pore water pressure only but effective stress does not change total stress is increased due to decrease in pore water pressure but effective stress does not change effective stress is reduced due to decrease in total stress only but pore water pressure does not change ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sand particles are made of illite montmorillonite rock minerals kaolinite illite montmorillonite rock minerals kaolinite ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of compressibility is different for different types of soils and also different for a soil under different states of consolidation independent of type of soil but depends on the stress history of soil different for different types of soils but same for a soil under different states of consolidation constant for any type of soil different for different types of soils and also different for a soil under different states of consolidation independent of type of soil but depends on the stress history of soil different for different types of soils but same for a soil under different states of consolidation constant for any type of soil ANSWER DOWNLOAD EXAMIANS APP
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