Failure Mechanism and Numerical Simulation of Splitting Failure for Deep High Sidewall Cavern Under High Stress-Reference-Cited by-同舟云学术

Failure Mechanism and Numerical Simulation of Splitting Failure for Deep High Sidewall Cavern Under High Stress

Published:2021-06-15 Issue:1 Volume:40 Page:175-193
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Li Fan,Zhang Qiangyong,Xiang Wen,Yu Guangyuan

Funder

National Natural Science Foundation of China

Taishan Scholar Project of Shandong Province

National Key Scientific Instrument and Equipment Development Projects of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

https://link.springer.com/content/pdf/10.1007/s10706-021-01891-z.pdf

Reference50 articles.

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3. Chen XG, Zhang QY, Wang Y, Li SC, Wang HP (2013b) In situ observation and model test on zonal disintegration in deep tunnels. J Test Eval 41(6):990–1000

4. Chen XG, Zhang QY, Wang Y, Liu DJ, Zhang N (2013c) Model test of anchoring effect on zonal disintegration in deep surrounding rock masses. Sci World J 2013:1–16. https://doi.org/10.1155/2013/935148

5. Dyskin AV, Sahouryeh E, Jewell RJ, Joer H, Ustinov KB (2003) Influence of shape and locations of initial 3-D cracks on their growth in uniaxial compression. Eng Fract Mech 70(15):2115–2136

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