The Anchoring effect for two types of vertically foliated slate with different layer thicknesses
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10064-024-03701-1.pdf
Reference27 articles.
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2. Cui ZD, Liu DA, Wu FQ (2014) Influence of dip directions on the main deformation region of layered rock around tunnels. Bull Eng Geol Environ 73(2):441–450
3. Ding XL, Niu XQ, Pei QT, Huang SL, Zhang YT, Zhang CH (2019) Stability of large underground caverns excavated in layered rock masses with steep dip angles: a case study. Bull Eng Geol Environ 78:5101–5133
4. Feng XT, Yang CX, Kong R, Zhao J, Zhou YY, Yao ZB, Hu L (2022) Excavation-induced deep hard rock fracturing: methodology and applications. J Rock Mech Geotech 14:1–34
5. Hu B, Sharifzadeh M, Feng XT, Guo WB, Talebi RB (2021) Role of stress, slenderness and foliation on large anisotropic deformations at deep underground excavations. Int J Min Sci Techno 031(004):577–590
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