Author:
Ban Liren,Gao Ansen,Qi Chengzhi,Yan Fayuan,Ji Chenmeng
Funder
the National Key Basic Research Program of China
the National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Reference39 articles.
1. Asadollahi P (2009) Stability analysis of a single three dimensional rock block: effect of dilatancy and high-velocity water jet impact. PhD dissertation, University of Texas, Austin
2. Ban LR, Qi CZ, Lu CS (2018) A direction-dependent shear strength criterion for rock joints with two new roughness parameters. Arab J Geosci 11(16):466
3. Ban LR, Qi CZ, Chen HX, Yan FY, Ji CM (2019) A new criterion for peak shear strength of rock joints with a 3D roughness parameter. Rock Mech Rock Eng. https://doi.org/10.1007/s00603-019-02007-z
4. Bandis S (1980) Experimental studies of scale effects on shear strength and deformation of rock joints. PhD dissertation, Leeds university, England
5. Barton N (1973) Review of a new shear-strength criterion for rock joints. Eng Geol 7(4):287–332
Cited by
4 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献