A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
An Analysis for Anisotropy of Soft Rock Based on Unified Strength Theory
Based on unified strength theory, considering lode parameter, unified strength parameters of material are deduced for rock mass with discontinuous plane. These parameters are functions of lode parameter and parameter b of the intermediate principal shear stress. The formulation for the strength of rock mass with discontinuous plane, i.e., failure criterion for rock mass considering the intermediate principal stress, is derived, and the effective range of the formulation is also analyzed. The proposed formulation is verified by triaxial experiment of diatomaceous soft rock, and the effect of lode parameter and parameter b on strength of the rock mass is analyzed.
An Analysis for Anisotropy of Soft Rock Based on Unified Strength Theory
Based on unified strength theory, considering lode parameter, unified strength parameters of material are deduced for rock mass with discontinuous plane. These parameters are functions of lode parameter and parameter b of the intermediate principal shear stress. The formulation for the strength of rock mass with discontinuous plane, i.e., failure criterion for rock mass considering the intermediate principal stress, is derived, and the effective range of the formulation is also analyzed. The proposed formulation is verified by triaxial experiment of diatomaceous soft rock, and the effect of lode parameter and parameter b on strength of the rock mass is analyzed.
An Analysis for Anisotropy of Soft Rock Based on Unified Strength Theory
Li, H. Z. (author) / Liao, H. J. (author) / Su, L. J. (author)
GeoShanghai International Conference 2006 ; 2006 ; Shanghai, China
Soil and Rock Behavior and Modeling ; 171-176
2006-05-12
Conference paper
Electronic Resource
English
Anisotropy , Soils , Rocks , Soft soils , Models , Geology , Rock masses
An Analysis for Anisotropy of Soft Rock Based on Unified Strength Theory
| British Library Conference Proceedings | 2006
| Springer Verlag | 2023
Advancing Rock-Socketed Pile Design with a Unified Interface Shear Strength Framework for Soft Rocks
| Springer Verlag | 2024