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Stress–strain Behavior of Silt Sand Soil Under Isotropically Consolidated Drained Conditions by Principal Stress Direction and Intermediate Stress Coefficient Parameters
Stress–strain Behavior of Silt Sand Soil Under Isotropically Consolidated Drained Conditions by Principal Stress Direction and Intermediate Stress Coefficient Parameters
Stress–strain Behavior of Silt Sand Soil Under Isotropically Consolidated Drained Conditions by Principal Stress Direction and Intermediate Stress Coefficient Parameters
Transp. Infrastruct. Geotech.
Jamil, Farhad (Autor:in) / Zeng, Changnv (Autor:in) / Ma, Yuan (Autor:in) / Ali, Sharafat (Autor:in)
Transportation Infrastructure Geotechnology ; 11 ; 4187-4219
01.12.2024
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
British Library Online Contents | 1998
|Behavior of a Sensitive Clay in Isotropically Consolidated K~0-Drained Triaxial Tests
British Library Online Contents | 2017
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