2MALAN D F. Simulating the time-dependent behavior of excavations in hard rock[J]. Rock Mechanics and Rock Engineering, 2002, 35(4): 225 - 254.
3SZWEDZICKI T. Rock mass behaviour prior to failure[J]. International Journal of Rock Mechanics and Mining Sciences, 2003, 40(4): 573 - 584.
4刘彤.工程岩体变载分析方法研究[R].北京:中国科学院地质与地球物理研究所,2008.
5MARTINO J B, CHANDLER N A. Excavation-induced damage studies at the underground research laboratory[Y]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(8):1413- 1426.
6李建林.卸荷岩体力学理论与应用[M].北京:中国建筑工业出版社,1999.6-85.
7ChenDeji(陈德基) WangJunhuai(王军怀).The analyzing of stability of the three gorges shiplock[J].Journal of the People''''s the Yangzi River(人民长江),2002,16(1):5-13.
8HaoChangjiang(郝长江).The overview of design about safety monitor of high slope of the three gorge hydrojunction shiplock[J].Journal of Dam and Safety(大坝与安全),1995,31(1):20-26.
9JiaZhixin(贾志欣) WangXiaogang(汪小刚).The stable study on high slope beside intake of factory building of the xiaowan hydropower station[J].Journal of Water Conservancy and Hydroelectricity of Yunnan(云南水利水电),.
10WangRui(王睿) LiTianbin(李天斌) ZhaoQihua(赵齐华).The stable evaluation of the blocks in the spandrel groove slopes of xiluodu hydropower station on jinsha river[J].,..