Rock-soil mechanics direct shear experimental system
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI
- Publication Date
- 2005-07-20
- Estimated Expiration
- Not applicable · inactive patent
Smart Images
Figure 1 Figure 2 Figure 3
Abstract
Description
Technical field
[0001] The invention relates to a shearing system, in particular to a direct shear test system in the field of rock and soil mechanics testing, which can be used to determine the peak and residual shear strength of fine-grained soil, coarse-grained soil and soft rock, and is an engineering Design and stability analysis of rock and soil provide strength parameters. Background technique
[0002] Most of the damages of foundations and rock-soil buildings are shear failures. Therefore, accurate determination of the shear strength parameters of rock-soil masses is of great significance in geotechnical engineering construction. The instability and failure of geotechnical engineering is accompanied by the development of shear displacement. Therefore, in recent years, the method of testing the strength of rock and soil by applying shear force or shear displacement has received renewed attention all over the world. , The direct shear test is the most popular because of its...