[26] |
马 涛. 浅埋隧道塌方处治方法研究[J]. 岩石力学与工程学报,2006,25(增2):3 976–3 981.(MA Tao. Treatment method for collapse treatment of shallow-buried tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(Supp.2):3 976–3 981.(in Chinese))
|
[1] |
FAN Q X,YANG Z L,LIU G. The practice of project construction and management of Three Gorges ship-lock[J]. Engineering Sciences,2011,9(3):82–87.
|
[2] |
樊启祥. 三峡永久船闸关键技术问题综述[J]. 中国三峡建设,2002,(8):7–9.(FAN Qixiang. Long-term deformation and stability of high rock slope at Three Gorges shiplock[J]. China Three Gorges Construction,2002,(8):7–9.(in Chinese))
|
[3] |
FAN Q X,ZHU H B,GENG J. Monitoring result analyses of high slope of five-step ship lock in the Three Gorges Project[J]. Journal of Rock Mechanics and Geotechnical Engineering,2015,7(2):199–206.
|
[5] |
LIN P,SHI J,WEI P C,et al. Shallow unloading deformation analysis on Baihetan super-high arch dam foundation[J]. Bulletin of Engineering Geology and the Environment,2019,78:5 551–5 568.
|
[7] |
刘庆雪,刘晓玲,李 明,等. 某煤矿工业场地黄土高边坡稳定设计分析[J]. 西安科技大学学报,2012,(3):314–319.(LIU Qingxue,LIU Xiaoling,LI Ming,et al. The stability analysis of landslide for the site construction of the coal Industry[J]. Journal of Xi'an University of Science and Technology,2012,(3):314–319.(in Chinese))
|
[9] |
邬爱清. 基于关键块体理论的岩体稳定性分析方法及其在三峡工程中的应用[J]. 长江科学院院报,2019,36(2):5–11.(WU Aiqing. Series methods of analyzing rock mass stability based on key block theory and their applications to three gorges project[J]. Journal of Yangtze River Scientific Research Institute,2019,36(2):5–11.(in Chinese))
|
[4] |
樊启祥,顾文红. 三峡永久船闸高强结构锚杆现场试验研究及质量控制[J]. 岩石力学与工程学报,2001,20(5):657–660.(FAN Qixiang,GU Wenhong. Field testing study and quality control of high strength structure bolt for the three gorges permanent shiplocks[J]. Chinese Journal of Rock Mechanics and Engineering,2001,20(5):657–660.(in Chinese))
|
[6] |
赵建军. 公路边坡稳定性快速评价方法及应用研究[博士学位论文][D]. 成都:成都理工大学,2007.(ZHAO Jianjun. Study and application on rapid slope stability evaluation method for highway[Ph. D. Thesis][D]. Chengdu:Chengdu University of Technology,2007.(in Chinese))
|
[8] |
赵尚毅,郑颖人,时卫民,等. 用有限元强度折减法求边坡稳定安全系数[J]. 岩土工程学报,2002,24(3):343–346.(ZHAO Shangyi,ZHENG Yingren,SHI Weimin,et al. Analysis on safety factor of slope by strength reduction FEM[J]. Chinese Journal of Geotechnical Engineering,2002,24(3):343–346.(in Chinese))
|
[10] |
陈祖煜,邵长明. 最优化方法在确定边坡最小安全系数方面的应用[J]. 岩土工程学报,1988,10(4):1–13.(CHEN Zuyu,SHAO Changming. The use of method of optimization for minimizing safety factors on slope stability analysis[J]. Chinese Journal of Geotechnical Engineering,1988,10(4):1–13.(in Chinese))
|
[14] |
邓楚键,孔位学,郑颖人. 极限分析有限元法讲座Ⅲ—增量加载有限元法求解地基极限承载力[J]. 岩土力学,2005,26(3):500–504.(DENG Chujian,KONG Weixue,ZHENG Yingren. Analysis of ultimate bearing capacity of foundations by elastoplastic FEM through step loading[J]. Rock and Soil Mechanics,2005,26(3):500–504.(in Chinese))
|
[16] |
寇晓东,周维垣,杨若琼. FLAC-3D进行三峡船闸高边坡稳定分析[J]. 岩石力学与工程学报,2001,20(1):6–10.(KOU Xiaodong,ZHOU Wweiyuan,YANG Ruoqiong. Stability analysis on the high slopes of three-gorges shiplock using Flac-3D[J]. Chinese Journal of Rock Mechanics and Engineering,2001,20(1):6–10.(in Chinese))
|
[18] |
祁生文,伍法权,刘春玲,等. 地震边坡稳定性的工程地质分析[J]. 岩石力学与工程学报,2004,23(16):2 792–2 797.(QI Shengwen,WU Faquan,LIU Chunling,et al. Engineering geology analysis on stability of slope under earthquake[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(16):2 792–2 797.(in Chinese))
|
[24] |
SIAD L. Stability analysis of jointed rock slopes reinforced by passive,fully grouted bolts[J]. Computers and Geotechnics,2001,28(5):325–347.
|
[28] |
翟才旺. 水利水电岩质边坡的加固技术综述[J]. 广西水利水电,2002,(3):1–4.(ZHAI Caiwang. Summary for strengthening technique of the rocky side slope in WR and hydropower project[J]. Guangxi Water Resources and Hydropower Engineering,2002,(3):1–4.(in Chinese))
|
[11] |
SPENCER E. A method of analysis of the stability of embankments assuming parallel inter-slice forces[J]. Geotechnique,1967,17(1):11–26.
|
[21] |
赵小平,闫丽丽,刘文龙. 三维激光扫描技术边坡监测研究[J]. 测绘科学,2010,35(4):25–27.(ZHAO Xiaoping,YAN Lili,LIU Wenlong. Research on monitoring the shape of slope based on the three-dimensional laser scanning technology[J]. Science of Surveying and Mapping,2010,35(4):25–27.(in Chinese))
|
[20] |
吕建红,袁宝远,杨志法,等. 边坡监测与快速反馈分析[J]. 河海大学学报,1999,27(6):98–102.(LV Jianhong,YUAN Baoyuan,YANG Zhifa,et al. Study on slope monitoring and quick feedback[J]. Journal of Hohai University,1999,27(6):98–102.(in Chinese))
|
[12] |
陈祖煜,弥宏亮,汪小刚. 边坡稳定三维分析的极限平衡方法[J]. 岩土工程学报,2001,23(5):525–529.(CHEN Zuyu,MI Hongliang,WANG Xiaogang. A three-dimensional limit equilibrium method for slope stability analysis[J]. Chinese Journal of Geotechnical Engineering,2001,23(5):525–529.(in Chinese))
|
[13] |
肖世国,欧 源. 硬岩边坡预应力锚索地梁坡体压力分析方法[J].地下空间与工程学报,2010,6(3):655–659.(XIAO Shiguo,OU Yuan. Analysis methods for slope pressure on prestressed anchor-cable foundation beam in hard rock slope projects[J]. Chinese Journal of Underground Space and Engineering,2010,6(3):655–659.(in Chinese))
|
[19] |
QIU C,XIE M,ESAKI T. Application of GIS technique in three-dimensional slope stability analysis[C]// Proceedings of the International Symposium on Computational Mechanics 2007. Beijing, China,2007:703–712.
|
[23] |
CODEGLIA D,DIXON N,FOWMES G J,et al. Analysis of acoustic emission patterns for monitoring of rock slope deformation mechanisms[J]. Engineering Geology,2017,219:21–31.
|
[29] |
CELA J J. Material identification procedure for elastoplastic Drucker-Prager model[J]. Journal of Engineering Mechanics,2002,128(5):586–591.
|
[15] |
章 青,卓家寿. 三峡船闸高边坡稳定分析的界面元法与评判准则[J]. 岩石力学与工程学报,2000,19(3):285–288.(ZHANG Qing,ZHUO Jiashou. Interface element method and criterion for stability analysis of high slopes in Three Gorges shiplock[J]. Chinese Journal of Rock Mechanics and Engineering,2000,19(3):285–288.(in Chinese))
|
[17] |
蒋中明,熊小虎,曾 铃. 基于FLAC-3D平台的边坡非饱和降雨入渗分析[J]. 岩土力学,2014,35(3):855–861.(JIANG Zhongming,XIONG Xiaohu,ZENG Ling. Unsaturated seepage analysis of slope under rainfall condition based on FLAC-3D[J]. Rock and Soil Mechanics,2014,35(3):855–861.(in Chinese))
|
[22] |
朱鸿鹄,殷建华,洪成雨,等. 基于光纤传感的边坡工程监测技术[J]. 工程勘察,2010,38(3):6–10.(ZHU Honghu,YIN Jianhua,HONG Chengyu,et al. Fiber optic based monitoring technologies of slope engineering[J]. Geotechnical Investigation and Surveying,2010,38(3):6–10.(in Chinese))
|
[25] |
胡功笠,田艳凤,张 超,等. 软岩条件下锚注加固锚杆布置参数与注浆浆液参数的确定[J]. 岩土力学,2003,24(增2):267–270. (HU Gongli,TIAN Yanfeng,ZHANG Chao,et al. The confirmation of disposal-parameters of bolting and serosity-parameter of injection-grouting of bolting-grouting reinforcement in soft-rock[J]. Rock and Soil Mechanics,2003,24(Supp.2):267–270.(in Chinese))
|
[27] |
钟乃龙. 公路软岩隧道小型拱形塌方腔体稳定性及处治措施研究[硕士学位论文][D]. 西安:长安大学,2014.(ZHONG Nailong. Study on stability of small arch collapse cavities and treatment measures of highway tunnel in soft rock[M. S. Thesis][D]. Xi'an:Chang'an University,2014.(in Chinese))
|