Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Two methods of determining the ultimate long-term shear strength of clayey soils
Abstract A comparison is made between different alternate schemes for determination of the strength of soils possessing rheological properties on the basis of our own experimental data. An original method is proposed for determination of the ultimate long-term strength from tests on the conditionally instantaneous failure of soil after preliminary deformation in a creep regime, as well as from tests in a controlled-deformation regime.
Two methods of determining the ultimate long-term shear strength of clayey soils
Abstract A comparison is made between different alternate schemes for determination of the strength of soils possessing rheological properties on the basis of our own experimental data. An original method is proposed for determination of the ultimate long-term strength from tests on the conditionally instantaneous failure of soil after preliminary deformation in a creep regime, as well as from tests in a controlled-deformation regime.
Two methods of determining the ultimate long-term shear strength of clayey soils
Meschyan, S. R. (Autor:in)
1996
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Two Methods of Determining the Ultimate Long-Term Shear Strength of Clayey Soils
| British Library Online Contents | 1996
Long-Term Strength and Viscoplasticity of Clayey Soils
| British Library Online Contents | 1995
Long-term strength and viscoplasticity of clayey soils
| Online Contents | 1995
Constant Volume Shear Strength of Clayey Soils
| British Library Online Contents | 1997
Investigating anisotropy in shear strength of clayey soils
| Online Contents | 2008