Soil Mechanics and Foundation - Interview Questions and Answers
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96. In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on
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97. Rankine's theory of earth pressure assumes that the back of the wall is
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98. If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is
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99. In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear
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100. For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as
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