Study on anchorage effect on fractured rock |
Wang, Jing
(Geotechnical and Structural Engineering Research Center, Shandong University)
Li, Shu-Cai (Geotechnical and Structural Engineering Research Center, Shandong University) Li, Li-Ping (Geotechnical and Structural Engineering Research Center, Shandong University) Zhu, Weishen (Geotechnical and Structural Engineering Research Center, Shandong University) Zhang, Qian-Qing (Geotechnical and Structural Engineering Research Center, Shandong University) Song, Shu-Guang (Geotechnical and Structural Engineering Research Center, Shandong University) |
1 | Ma, K. (2013), "Failure precursor of surrounding rock mass around cross tunnel in high-steep rock slope", J. Cent. South Univ., 20(1), 207-217. DOI |
2 | Shi, G.H. (1993), Block System Modeling by Discontinuous Deformation Analysis, Computational Mechanics Publication, Boston, MA, USA. |
3 | Zhang, L. (2009), Research of Rock Bolt's Anchorage Effect on Fractured Rock Mass's Mechanical Properties based on Laboratory, Shandong University, Jinan, China. |
4 | Zheng, C.M. (2010), Study on Hydro-Mechanical Coupling of Fractured Rock Mass Based on DDA, Shandong University, Jinan, China. |
5 | Zhou, X.P., Qian, Q.H. and Zhang, B.H. (2009), "Zonal disintegration mechanism of deep crack-weakened rock masses under dynamic unloading", Acta Mechanica Solida Sinica, 22(3), 240-250. DOI |
6 | Li, S.J. (2012), "Deformation prediction of tunnel surrounding rock mass using CPSO-SVM model", J. Cent. South Univ., 19(11), 3311-3319. DOI |
7 | Li, X.M. and Cao, C.X. (2012), "Stability and failure mechanism of tunnel anchorage for suspension bridge", Disa. Adv., 5(1), 314-326. |
8 | Jiao, Y.Y., Zhang, X.L. and Li, Y.C. (2010), The DDARF Method of Simulating the Entire Process of the Destruction of Rock Mass with Joints, Sciences Press, Beijing, China. |
9 | Lin, H. and Lee, C.H. (2009), "An approach to assessing the hydraulic conductivity disturbance in fractured rocks around the Syueshan tunnel, Taiwan", Tunn. Undergr. Sp. Tech., 24(2), 222-230. DOI |
![]() |