UNDRAINED SHEAR STRENGTH PROPERTIES OF CLAY UNDER THE CONDITION OF K₀-CONSOLIDATION AND PLANE STRAIN TRIAXIAL COMPRESSION
Auteur(s): |
Takeo Umezaki
(JAPAN SOCIETY OF CIVIL ENGINEERS)
Hidetoshi Ochiai (JAPAN SOCIETY OF CIVIL ENGINEERS) Shigenori Hayashi (JAPAN SOCIETY OF CIVIL ENGINEERS) |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | 土木学会論文集 (Doboku Gakkai rombunshū), 1994, n. 505, v. 1994 |
Page(s): | 257-265 |
DOI: | 10.2208/jscej.1994.505_257 |
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sur cette fiche - Reference-ID
10618188 - Publié(e) le:
24.08.2021 - Modifié(e) le:
10.12.2022