引文
[1]黄润秋.中国西部岩石高边坡应力场特征及其卸荷破裂机理[J].工程地质学报,2004,12(suppl.):7~13.Huang Runqiu.Geo-stress distribution and unloading fracturingmechanism of high rock slopes in western part of China.Journal ofEngineering Geology,2004,12(suppl.):7~13.
[2]王士天,黄润秋,李渝生.雅砻江锦屏水电站重大工程地质问题研究[M].成都:成都科技大学出版社,1995.Wang Shitian,Huang Runqiu,Li Yusheng.Research on the ma-jor engineering geology issues of Jiping hydropower station on theYalongjiang River.Chengdu:Chengdu Technology UniversityPress,1995.
[3]祁生文,伍法权,兰恒星.锦屏一级水电站普斯罗沟左岸深部裂缝成因的工程地质分析[J].岩土工程学报,2002,24(5):596~599.Qi Shengwen,Wu Faquan,Lan Hengxing.Study on the mecha-nism of the deep fracture s of the left abutment slope at the Jinpingfirst stage hydropower station.Chinese Journal of Geotechnical En-gineering,2002,24(5):596~599.
[4]祁生文,伍法权.锦屏一级水电站普斯罗沟左岸深部裂缝变形模式[J].岩土力学,2002,23(6):817~820.Qi Shengwen,Wu Faquan.Deep fracture deformation models ofpusiluogou left abutment slope at Jinping first stage hydropower sta-tion.Rock and Soil Mechanics,2002,23(6):817~820.
[5]祁生文,伍法权,丁振明,刘彤.从工程地质类比的角度看锦屏一级水电站左岸深部裂缝的形成[J].岩石力学与工程学报,2004,24(8):1380~1384.Qi Shengwen,Wu Faquan,Ding Zhenming,Liu Tong.Study onmechanism of deep fractures of Jinping first stage hydropower sta-tion by engineering geology analogy.Chinese Journal of Rock Me-chanics and Engineering,2004,23(8):1380~1384.
[6]宗仁怀.锦屏一级水电站普斯罗沟坝址深拉裂形成机理的数值模拟[J].水电站设计,1996,12(1):73~79.Zong Renhuai.Numerical simulation on mechanism of the deepfissures at the Pushiluogou damsite of Jinping first stage hydropow-er station.Hydropower Design,1996,12(1):73~79.
[7]徐佩华,陈剑平,黄润秋,严明.雅砻江河谷下切三维数值模拟分析—解放沟模型应力场分析[J].吉林大学学报(地球科学版),2003,33(2):209~212.Xu Peihua,Chen Jianping,Huang Runqiu,Yan min.3D numeri-cal simulation analysis of yalongjiang valley stress field-analysisof Jiefanggou model.Journal of Jilin University(Earth Science E-dition),2003,33(2):209~212.
[8]安关峰,伍法权.锦屏水电站左坝肩岩体深卸荷带成因分析[J].岩土力学,2003,24(2):300~303.An Guanfeng,Wu Faquan.Formation cause analysis of deep un-loaded band of rock mass in left damshoulder of Jinping hydropow-er station.Rock and Soil Mechanics,2003,24(2):300~303.
[9]朱焕春,陶振宇,黄德凡.河谷走向与河谷地应力分布[J].岩石力学与工程学报,1995,14(1):17~24.Zhu Huanchun,Tao Zhenyu,Huang Defan.The direction of val-ley and its geostress distribution.Chinese Journal of Rock Mechan-ics and Engineering,1995,14(1):17~24.
[10]胡斌,张倬元,陶连金.某深切河谷区地应力场的变化特征分析[J].世界地震工程,2001,17(2):110~115.Hu Bin,Zhang Zhuoyuan,Tao Lianjin.Analysis of geostressfield variable features in some deep cutting gorge area.World In-formation on Earthquake Engineering,2001,17(2):110~115.
[11]田玉中,李攀峰.两种典型河谷应力场应力分布特征对比分析[J].地质灾害与环境保护,2002,13(3):60~63.Tian Yuzhong,Li Panfeng.Contrast and analysis on stress distri-bution features of the stress fields in two typical valleys.Geolog-ical Hazards and Environments Protection,2002,13(3):60~63.
[12]陈庆宣,王维襄,孙叶等.岩石力学与构造应力场分析[M].北京:地质出版社,1998.Chen Qingxuan,Wang Weixiang,Sun Ye et al.Rock mechanicsand tectonic stress field analysis.Beijing:Geological PublishingHouse,1998.
[13]谭成轩,孙炜锋,孙叶,王连捷.地应力测量及其地下工程应用的思考[J].地质学报,2006,80(10):1627~1632.Tan Chengxuan,Sun Weifeng,Sun Ye,Wang Lianjie.A con-sideration on in-situ crustal stress measuring and its under-ground engineering application.Acta Geologica Sinica,2006,80(10):1627~1632.
[14]Tan Chengxuan,Wang Ruijiang,Sun Ye et al.Numerical mod-eling estimation of the tectonic stress plane'(TSP)beneath topog-raphy with quasi-U-shaped valleys.International Journal ofRock Mechanics and Mining Sciences,2004,41(2):303~310.
[15]李世雄,李守定,郜洪强.河北平原地裂缝分布特征及成因机制研究[J].工程地质学报,2006,14(2):178~183.Li Shixiong,Li Shouding,Hao Hongqiang.The distribution char-acters and origin mechanics of ground fissures hazard in Hebeiplain.Jouranl of Engineering Geology,2006,14(2):178~183.