On the effect of confining pressure on fatigue failure of block‐in‐matrix soils exposed to multistage cyclic triaxial loads

Author:

Wang Yu12ORCID,Su Yujie2,Xia Yingjie3,Wang Hongjian2,Yi Xuefeng1

Affiliation:

1. Beijing Key Laboratory of Urban Underground Space Engineering, Department of Civil Engineering, School of Civil and Resource Engineering University of Science and Technology Beijing Beijing China

2. Key Laboratory of Geological Environment Intelligent Monitoring and Disaster Prevention and Control of Henan Province North China University of Water Resources and Electric Power Zhengzhou China

3. State Key Laboratory of Coastal and Offshore Engineering Dalian University of Technology Dalian China

Funder

National Natural Science Foundation of China

Natural Science Foundation of Beijing Municipality

Publisher

Wiley

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference37 articles.

1. An approach to predicting the overall strengths of unwelded bimrocks and bimsoils

2. 3D image visualization of meso-structural changes in a bimsoil under uniaxial compression using X-ray computed tomography (CT)

3. MedleyE.The engineering characterization of melanges and similar block‐in‐matrix rocks (BIMRock's)(Ph.D. Thesis) University of California Berkeley 1994.

4. LindquistES.The strength and deformation properties of melange. PhD thesis Department of Civil Engineering University of California Berkeley CA USA 1994.

5. In situ non-conventional shear tests for the mechanical characterisation of a bimrock

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