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Formula was derived which shows behavior of pore pressure of cohesive soils under undrained shear; coefficient in formula was examined especially referring to normally consolidated clays; reduction of formula to show pore pressure change in saturated cohesive soils under shear; constant volume test with saturated sandy clay by shear box; stress paths at constant volume tests for normally consolidated specimens. (In Japanese with English summary) (29787)
Formula was derived which shows behavior of pore pressure of cohesive soils under undrained shear; coefficient in formula was examined especially referring to normally consolidated clays; reduction of formula to show pore pressure change in saturated cohesive soils under shear; constant volume test with saturated sandy clay by shear box; stress paths at constant volume tests for normally consolidated specimens. (In Japanese with English summary) (29787)
Consideration on pore pressure in clays under undrained shear
Japan Soc Civ Engrs -- Trans
1968
7 pages
Article (Journal)
Japanese
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