Triaxial direct shear properties, cohesive damage behavior and shear constitutive model of sandstone under high confining pressure-Reference-Cited by-同舟云学术

Triaxial direct shear properties, cohesive damage behavior and shear constitutive model of sandstone under high confining pressure

Published:2023-08-24 Issue: Volume: Page:1-16
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Liu Binhui¹²,Liu Zaobao¹²^ORCID,Zhang Mingshan¹²,Xu Jianyu¹²,Hao Liang¹²

Affiliation:

1. Key Lab of Ministry of Education on Safe Mining of Deep Metal Mines, College of Resources and Civil Engineering, Northeastern University, Shenyang, China

2. Key Lab of Liaoning Province on Deep Engineering and Intelligent Technology, Northeastern University, Shenyang, China

Funder

Natural Science Foundation of China

Research Project of China Railway First Survey and Design Institute Group Co., Ltd

Sino-Franco Joint Research Laboratory on Multiphysics and Multiscale Rock Mechanics

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2023.2248615

Reference58 articles.

1. Interaction mechanism of the interface between a deep buried sand and a paleo-weathered rock mass using a high normal stress direct shear apparatus

2. A roughness parameter considering joint material properties and peak shear strength model for rock joints

3. Fundamentals of rock joint deformation

4. Damage constitutive model for strain-softening rock based on normal distribution and its parameter determination

5. Fracture-permeability behavior of shale

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