Experimental study on fracture behaviour of three‐flawed sandstone specimens after high‐temperature treatments-Reference-Cited by-同舟云学术

Experimental study on fracture behaviour of three‐flawed sandstone specimens after high‐temperature treatments

Published:2020-05-17 Issue:10 Volume:43 Page:2214-2231
ISSN:8756-758X
Container-title:Fatigue & Fracture of Engineering Materials & Structures
language:en
Short-container-title:Fatigue Fract Eng Mater Struct

Author:

Huang Yan‐Hua¹²^ORCID,Yang Sheng‐Qi¹,Dong Jin‐Peng¹

Affiliation:

1. State Key Laboratory for Geomechanics and Deep Underground Engineering, School of Mechanics and Civil EngineeringChina University of Mining and Technology Xuzhou 221116 China

2. State Key Laboratory of Geohazard Prevention and Geoenvironment ProtectionChengdu University of Technology Chengdu 610059 China

Funder

China Postdoctoral Science Foundation

Fundamental Research Funds for the Central Universities

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1111/ffe.13245

Reference69 articles.

1. Elastic–plastic cracking analysis for brittle–ductile rocks using manifold method

2. Numerical study of failure behaviour of pre-cracked rock specimens under conventional triaxial compression

3. Experimental Study on the Growth, Coalescence and Wrapping Behaviors of 3D Cross-Embedded Flaws Under Uniaxial Compression

4. The length of pre-existing fissures effects on the mechanical properties of cracked red sandstone and strength design in engineering

5. An empirical statistical constitutive relationship for rock joint shearing considering scale effect

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