LAPSE:2019.0558
Published Article
LAPSE:2019.0558
Experimental Study on Mixed Mode Fracture Behavior of Sandstone under Water⁻Rock Interactions
May 16, 2019
Water⁻rock interactions can significantly deteriorate the physical and mechanical properties of rocks, and it has been identified as one of the significant factors influencing the stability and safety of structures in rock⁻soil engineering. In this study, the fracture mechanical properties of sandstone under periodic water⁻rock interactions and long-term immersion have been studied with central cracked Brazilian disk specimens. The degradation mechanism of water⁻rock interactions was also studied using a scanning electron microscope (SEM). Finally, the generalized maximum tangential stress and generalized maximum tangential strain criteria were adopted to evaluate the experimental results. The results show that periodic water⁻rock interactions can remarkably affect the fracture resistance of sandstone. With the increase in the number of cycles, the pure mode I, pure mode II, and mixed mode fracture toughness decreases greatly, however, the values of KIf/KIC and KIIf/KIC decrease slightly. Furthermore, the fracture resistance of sandstone influenced by cyclic wetting⁻drying is more significant than long-term immersion. Moreover, the fracture criteria, which considers the effect of T-stress, can reproduce the test results very well.
Keywords
degradation mechanism, fracture criteria, mixed mode fracture resistance, T-stress, water–rock interaction
Subject
Suggested Citation
Hua W, Li J, Dong S, Pan X. Experimental Study on Mixed Mode Fracture Behavior of Sandstone under Water⁻Rock Interactions. (2019). LAPSE:2019.0558
Author Affiliations
Hua W: MOE Key Laboratory of Deep Earth Science and Engineering, College of Architecture and Environment, Sichuan University, Chengdu 610065, China; Failure Mechanics and Engineering Disaster Prevention and Mitigation Key Laboratory of Sichuan Province, Sichuan [ORCID]
Li J: MOE Key Laboratory of Deep Earth Science and Engineering, College of Architecture and Environment, Sichuan University, Chengdu 610065, China [ORCID]
Dong S: MOE Key Laboratory of Deep Earth Science and Engineering, College of Architecture and Environment, Sichuan University, Chengdu 610065, China; Failure Mechanics and Engineering Disaster Prevention and Mitigation Key Laboratory of Sichuan Province, Sichuan [ORCID]
Pan X: MOE Key Laboratory of Deep Earth Science and Engineering, College of Architecture and Environment, Sichuan University, Chengdu 610065, China
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Journal Name
Processes
Volume
7
Issue
2
Article Number
E70
Year
2019
Publication Date
2019-02-01
Published Version
ISSN
2227-9717
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Original Submission
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PII: pr7020070, Publication Type: Journal Article
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LAPSE:2019.0558
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doi:10.3390/pr7020070
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May 16, 2019
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CC BY 4.0
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May 16, 2019
 
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May 16, 2019
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Original Submitter
Calvin Tsay
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