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A platform for research: civil engineering, architecture and urbanism
On behavior of pore pressure during triaxial consolidation of fully-saturated clay
Behavior of pore pressure during isotropic or anisotropic consolidation of fully-saturated undisturbed clay was experimentally investigated using reconstructed triaxial apparatus; test results are considered in correlation between deformation of specimens and effective stress. In Japanese with English abstract.
On behavior of pore pressure during triaxial consolidation of fully-saturated clay
Behavior of pore pressure during isotropic or anisotropic consolidation of fully-saturated undisturbed clay was experimentally investigated using reconstructed triaxial apparatus; test results are considered in correlation between deformation of specimens and effective stress. In Japanese with English abstract.
On behavior of pore pressure during triaxial consolidation of fully-saturated clay
Japan Soc Civ Engrs -- Trans
Akai, K. (author) / Kotani, A. (author) / Adachi, T. (author)
1963
10 pages
Article (Journal)
Japanese
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