Deformation behavior and damage-induced permeability evolution of sandy mudstone under triaxial stress-Reference-Cited by-同舟云学术

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Deformation behavior and damage-induced permeability evolution of sandy mudstone under triaxial stress

Published:2022-05-03 Issue:3 Volume:113 Page:1729-1749
ISSN:0921-030X
Container-title:Natural Hazards
language:en
Short-container-title:Nat Hazards

Author:

Liu Yang,Zhang Tong,Ma Yankun,Song Shuaibing,Tang Ming,Li Yanfang

Funder

the Institute of Energy, Hefei Comprehensive National Science Center

the Open Fund of State Key Laboratory of Water Resource Protection and Utilization in Coal Mining

Collaborative Innovation Project of Colleges and Universities in Anhui Province

National Youth Science Foundation

Anhui Provincial Natural Science Foundation of Anhui Province

the Open Fund of State Key Laboratory of Mining Response and Disaster Prevention and Control in Deep Coal Mines

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Atmospheric Science,Water Science and Technology

Link

https://link.springer.com/content/pdf/10.1007/s11069-022-05366-z.pdf

Reference49 articles.

1. Alkan H, Cinar Y, Pusch G (2007) Rock salt dilatancy boundary from combined acoustic emission and triaxial compression tests. Int J Rock Mech Min Sci 44(1):108–119

2. Alkan H (2009) Percolation model for dilatancy-induced permeability of the excavation damaged zone in rock salt. Int J Rock Mech Min Sci 46(4):716–724

3. Bai Y, Wierzbicki T (2010) Application of extended Mohr-Coulomb criterion to ductile fracture. Int J Fract 161(1):1–20

4. Bishop AW (1967) Progressive failure with special reference to the mechanism causing it. Proc Geotech Conf Oslo 2:142–150

5. Boulin PF, Bretonnier P, Vassil V, Samouillet A, Fleury M, Lombard JM (2013) Sealing efficiency of caprocks, experimental investigation of entry pressure measurement methods. Mar Pet Geol 48:20–30

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