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[2] Caihua Liu & Yuzong Li. Predicting the Shear Resistance Contribution of Passive Fully Grouted Bolts to Jointed Rock. International Journal of Geomechanics, 2020, 20 (2): 04019174.
[3] C.H. Liu & Y.Z. Li. Analytical study of the mechanical behavior of fully grouted bolts in bedding rock slopes. Rock Mechanics and Rock Engineering, 2017, 50 (9):2413–2423.
[4] C.H. Liu, C.X. Chen. A new apparatus for investigating stress, deformation and seepage coupling properties of rock fractures. Journal of Central South University of Technology, 2011, 18 (5):1662–1666.
[5] C.H. Liu, M.B. Jaksa, A.G. Meyers. Toppling mechanisms of rock slopes considering stabilization from the underlying rock mass. International Journal of Rock Mechanics and Mining Sciences, 2010, 47 (2):348–354.
[6] C.H. Liu, M.B. Jaksa, A.G. Meyers. A transfer coefficient method for rock slope toppling. Canadian Geotechnical Journal, 2009, 46(1):1–9.
[7] C.H. Liu, M.B. Jaksa, A.G. Meyers. Improved analytical solution for toppling stability analysis of rock slopes. International Journal of Rock Mechanics and Mining Sciences, 2008, 45 (8):1361–1372.
[8] Liu Caihua, Chen Congxin, M B Jaksa. Seepage properties of a single rock fracture subjected to triaxial stresses. Progress in Natural Sciences, 2007, 17(12):1482–1486.
[9] 刘才华, 李育宗. 考虑横向抗剪效应的节理岩体全长黏结型锚杆锚固机制研究及进展. 岩石力学与工程学报. 2018, 37(8):1856–1872.
[10] 刘才华, 徐健, 曹传林, 陈从新, 冯夏庭. 岩质边坡水力驱动型顺层滑移破坏机制分析. 岩石力学与工程学报. 2005, 24(19):3529–3533.
[11] 刘才华, 陈从新, 冯夏庭. 库水位上升诱发边坡失稳机理研究. 岩土力学. 2005,26(5):769–773
[12] 刘才华, 陈从新, 冯夏庭, 肖国峰. 地下水对库岸边坡稳定性的影响. 岩土力学. 2005, 26(3):419–422.
[13] 刘才华, 陈从新, 冯夏庭, 杨春和, 付少兰. 低应力下岩石裂隙水力特性. 岩土力学. 2004, 25(8):1191–1194.
[14] 刘才华, 陈从新, 付少兰. 剪应力作用下岩体裂隙渗流特性研究,岩石力学与工程学报,2003, 22(10):1651–1655.
[15] 刘才华, 陈从新, 付少兰. 充填砂裂隙在剪切位移作用下渗流规律的实验研究,岩石力学与工程学报,2002, 21(10):1457–1461
[16] 刘才华, 陈从新, 付少兰. 二维应力作用下岩石单裂隙渗流规律的实验研究,岩石力学与工程学报,2002, 21(8):1194–1198.