Mechanical Behavior of Multi-fracturing Under Confining Pressure: Effects of Borehole Diameter and Rock Type-Reference-Cited by-同舟云学术

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Mechanical Behavior of Multi-fracturing Under Confining Pressure: Effects of Borehole Diameter and Rock Type

Published:2024-09-11 Issue: Volume: Page:
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Ma Dongdong,Wu Yu^ORCID,Geng Haozhe,Ma Xiao,Zhang Yiqun,Pu Hai,Li Lingyu

Funder

Funded by the Postgraduate Research & Practice Innovation Program of Jiangsu Province

Funded by the Graduate Innovation Program of China University of Mining and Technology

National Key Research and Development Program of China

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s00603-024-04145-5.pdf

Reference84 articles.

1. Akazawa T (1943) New test method for evaluating internal stress due to compression of concrete: the splitting tension test. J Jpn Soc Civ Eng 29:777–787

2. Aliha MRM, Ebneabbasi P, Karimi H, Nikbakht E (2021) A novel test device for the direct measurement of tensile strength of rock using ring shape sample. Int J Rock Mech Min Sci 139:104649

3. Andrews BJ, Cumberpatch ZA, Shipton ZK, Lord R (2020) Collapse processes in abandoned pillar and stall coal mines: implications for shallow mine geothermal energy. Geothermics 88:101904

4. Berrone S, Busetto M, Vicini F (2023) Virtual element simulation of two-phase flow of immiscible fluids in discrete fracture networks. J Comput Phys 473:111735

5. Bobich JK (2005) Experimental analysis of the extension to shear fracture transition in Berea sandstone. Texas A&M University, college station (MS thesis)

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