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Undrained Shear Strength Properties of Clay under the Condition of K~0-Consolidation and Plane Strain Triaxial Compression
Undrained Shear Strength Properties of Clay under the Condition of K~0-Consolidation and Plane Strain Triaxial Compression
Undrained Shear Strength Properties of Clay under the Condition of K~0-Consolidation and Plane Strain Triaxial Compression
Umezaki, T. (Autor:in) / Ochiai, H. (Autor:in) / Hayashi, S. (Autor:in)
01.01.1994
257 pages
Aufsatz (Zeitschrift)
Unbekannt
DDC:
624
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