Influence of Excavation Inner Diameter on the Unloading Deformation and Failure Characteristics of Surrounding Rock-Reference-Cited by-同舟云学术

Influence of Excavation Inner Diameter on the Unloading Deformation and Failure Characteristics of Surrounding Rock

Published:2024-03-12 Issue:7 Volume:57 Page:5193-5205
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Li Xiaorui^ORCID,Lv Wentao,Liang Jinping,Hou Gongyu,Zhang Minglei,Su Zhandong

Funder

Self-Financing Project of Scientific Research and Development Plan of Langfang Science and Technology Bureau

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s00603-024-03803-y.pdf

Reference43 articles.

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3. Chen Y, Zhou C, Sheng Y (2007) Formulation of strain-dependent hydraulic conductivity for a fractured rock mass. Int J Rock Mech Min Sci 44:981–996 (in Chinese)

4. Chen WZ, Lu SP, Guo XH, Qiao CJ (2010) Unloading confining pressure for brittle rock and mechanism of rock burst. Chin J Geotech Eng 32(6):963–969 (in Chinese)

5. Diederichs MS (2007) The 2003 Canadian Geotechnical Colloquium: mechanistic interpretation and practical application of damage and spalling prediction criteria for deep tunneling. Can Geotech J 44(9):1082–1116

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