Deng Shaojun, Yang Junsheng. Study of bolting parameter optimization of tunnel with level of alternating layers of rock mass [J]. China Science and Technology Information, 2010(8): 61―65. (in Chinese)
Guo Yuancheng, Wang Liming. The optimization based on the displacement controlling on single fulcrum pile anchor retaining structure [J]. Journal of Zhengzhou University (Engineering Science), 2004, 25(4): 4―7. (in Chinese)
Mei Gang, Xu Nengxiong. Optimization method and program developing of pile anchor retaining structure in deep foundation pit [J]. Journal of Zhengzhou University (Engineering Science), 2008, 29(4): 124―128. (in Chinese)
Lin Hang, Cao Ping, Chen Huilei. Optimization design of scheme for anchor rods reinforcement by AHP method [J]. Shanxi Architecture, 2006, 32(3): 99―100. (in Chinese)
Hou Chaojiong, Gou Panfeng. Mechanism study on strength enhancement for the rocks surrounding roadway supported by bolt [J]. Chinese Journal of Rock Mechanics and Engineering, 2000, 19(3): 342―345. (in Chinese)
Yang Shuangsuo. Study on the surrounding rock control theory of roadway in coalmine [J]. Journal of China Coal Society, 2010, 35(11): 1842―1853. (in Chinese)
[13]
Hoek R E, Brown E T. Empirical strength criterion for rock masses [J]. Journal of the Geotechnical Engineering Division, ASCE, 1980, 106(9): 1013―1035.
[14]
Brown E T. Strength of models of rock with intermittent joints [J]. Journal of the Soil Mechanics and Foundations Division, ASCE, 1970, 96: 1935―1959.
[15]
Brown E T, Trollope D H. strength of model of jointed rock [J]. Journal of the Soil Mechanics and Foundations Division, ASCE, 1970, 96: 685―704.
[16]
Reik G, Zacas M. Strength and deformation characteristic of jointed media in true triaxial compression [J]. International Journal of Rock Mechanics and Mining Science & Geomechanics Abstracts, 1978, 15: 295―303.
[17]
Rosenblad J L. Failures modes of models of jointed rock masses [C]//Proceedings of the 2nd Congress of ISRM, Beograd, 1970: 3―11.
Song Xuanmin, Gu Tiefeng, Liu Chongwei. Experiment study on roadways stability in rock mass with connected fissures [J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(12): 1781―1785. (in Chinese)
[20]
蔡美峰. 岩石力学与工程[M]. 北京: 科学出版社, 2002: 104―109.
[21]
Cai Meifeng. Rock mechanics and engineering [M]. Beijing: Science Press, 2002: 104―109. (in Chinese)
[22]
郑颖人, 孔亮. 岩土塑性力学[M]. 北京: 中国建筑工业出版社, 2010: 95―99.
[23]
Osgouia R R, ünalb E. An empirical method for design of grouted bolts in rock tunnels based on the Geological Strength Index (GSI) [J]. Engineering Geology, 2009, 107(3/4): 154―166.
[24]
Bjurstrom S. Shear strength of hard rock joints reinforced by grouted intentioned bolts [C]. 3rd ISRM Congress, Denver, USA , 1974: 1194―1199.
[25]
Hibino S, Motijama M. Effects of rock bolting in jointly rock [C]. International Symposium on Weak Rock, Tokyo, Japan, 1981: 1057―1062.
[26]
Grasselli G. 3D behaviour of bolted rock joints: Experimental and numerical study [J] International Journal of Rock Mechanics & Mining Sciences, 2005, 42(1): 13―24.
[27]
Zheng Yingren, Kong Liang. Geotechnical plastic mechanics [M]. Beijing: China Architecture Industry Press, 2010: 95―99. (in Chinese)