The coefficient of earth pressure at rest for sand compacted in layers is about the same as for stiff clay.

Related MCQs

• If ko is the coefficient of earth pressure at rest, ka is the coefficient of active earth pressure, kp is the coefficient of passive earth pressure and ? is Poisson's ratio, then the value of (1 - ?/? is given by
• The coefficient of earth pressure at rest for stiff clay is about
• If the coefficient of passive earth pressure is 1/3, then the coefficient of active earth pressure is
• The coefficient of earth pressure at rest for loose sand is
• The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30?, is
• The earth pressure at rest is defined as the lateral pressure exerted by soil
• A sample of clay and a sample of sand have the same specific gravity and void ratio. Their pemeabilities will differ because
• The dry sand specimen is put through a triaxial test. The cell pressure is 50 kPa and the deviator stress at failure is 100 kPa. The angle of internal friction for the sand specimen is
• The earth pressure at rest is calculated by using
• The earth pressure at rest is proportional to ? / 1 - ?, where ? = Poisson's ratio of the soil.