Radial Depth Damage Properties of Coal Tunnels Surrounded by Rock under Excavation and Unloading
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-2146-x.pdf
Reference25 articles.
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4. Cong L, Li YM, Meng XR, Dong CL, Zhao GM, Peng R, Xu JC (2020) Appropriate dynamically-reinforced supporting time determination in relation to the time effect of stress field evolution: A case study on the deep soft-rock roadway in China. Geotechnical and Geological Engineering 38:1041–1052, DOI: https://doi.org/10.1007/s10706-019-00832-1
5. Dai B, Zhao GY, Konietzky H, Wasantha PLP (2018) Experimental and numerical study on the damage evolution behaviour of granitic rock during loading and unloading. KSCE Journal of Civil Engineering 22(9):3278–3291, DOI: https://doi.org/10.1007/s12205-018-1653-7
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