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On behaviour of pore pressure in saturated clays during shear
Effect of pore pressures on shear strength of soils was investigated by means of strain controlled triaxial test; other problems studied include failure criterion and back pressure that should be applied to shear of soils; results of investigations given. In Japanese with English abstract.
On behaviour of pore pressure in saturated clays during shear
Effect of pore pressures on shear strength of soils was investigated by means of strain controlled triaxial test; other problems studied include failure criterion and back pressure that should be applied to shear of soils; results of investigations given. In Japanese with English abstract.
On behaviour of pore pressure in saturated clays during shear
Japan Soc Civ Engrs -- Trans
Akai, K. (author) / Yamamoto, J. (author) / Ozawa, Y. (author)
1962
7 pages
Article (Journal)
English
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