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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. (author) / Ochiai, H. (author) / Hayashi, S. (author)
1994-01-01
257 pages
Article (Journal)
Unknown
DDC:
624
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