[1] 刘朋辉.滑坡滑动机理及风险评价研究[D].北京:北京工业大学, 2007.
LIU Penghui. Research on the Mechanics of Landslide and Risk Evaluation [D]. Beijing: Beijing Polytechnic University,2007.
[2] CROSTA G B. Failure and flow development of a complex slide: the 1993 Sesa landslide [J]. Engineering Geology, 2001, 59(1/2):173-199.
[3] BRCKL E P. Cause-effect models of large landslides[J]. Natural Hazards, 2001, 23(2): 291-314.
[4] 雷用,郑颖人,陈克勤.“抗滑短桩”概念及其受力影响探讨[J]. 地下空间与工程学报, 2009, 5(3): 608-615.
LEI Yong, ZHENG Yingren, CHEN Keqin. Inquiring the concept and loading influence of short anti-sliding pile[J].Chinese Journal of Underground Space and Engineering, 2009, 5(3): 608-615.
[5] 张友良,冯夏庭,范建海,等.抗滑桩与滑坡体相互作用的研究[J].岩石力学与工程学报,2002,21(6):839-842.
ZHANG Youliang, FENG Xiating, FAN Jianhai, et al. Study on the interaction between landslide and passive piles[J]. Chinese Journal of Rock Mechanics and Engineering, 2002,21(6):839-842.
[6] 周德培,肖世国,夏雄.边坡工程中抗滑桩合理桩间距的探讨[J].岩土工程学报,2004,26(1):132-135.
ZHOU Depei, XIAO Shiguo, XIA Xiong. Discussion on rational spacing between adjacent anti-slide piles in some cutting slope projects [J]. Chinese Journal of Geotechnical Engineering, 2004,26(1):132-135.
[7] 戴自航.抗滑桩滑坡推力和桩前滑体抗力分布规律的研究[J].岩石力学与工程学报,2002,21(4):517-521.
DAI Zihang. Study on distribution laws of landslide-thrust and resistance of sliding mass acting on anti-slide piles[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(4):517-521.
[8] 郭延生,卢国胜.埋入式抗滑桩工作机理研究初探[J].路基工程,2009(5):159-160.
GUO Yansheng, LU Guosheng.Discussion on working mechanism research of embedded anti-slide pile [J]. Subgrade Engineering, 2009 (5): 159-160.
[9] 王成华,陈永波,林立相.抗滑桩间土拱力学特性与最大桩间距分析[J].山地学报,2001,19(6):556-559.
WANG Chenghua, CHEN Yongbo, LIN Lixiang. Soil arch mechanical character and suitable space between one another anti-sliding pile[J].Journal of Mountain Science,2001,19(6):556-559.
[10] 赵尚毅,郑颖人,王永甫,等.全长和埋入式组合抗滑桩在挖断村滑坡中的应用[J].后勤工程学院学报,2014,30(2):1-7.
ZHAO Shangyi, ZHENG Yingren, WANG Yongfu, et al. The application of combined full-length and embedded anti-slide piles in landslide treatment of Waduan village[J ]. Journal of Logistical Engineering University,2014,30(2):1-7.
[11] 梁丰收,何光春,刘明维,等.埋入式抗滑桩在三峡库区斜坡码头岸坡中的应用[J]. 港工技术,2009,46(5):17-19.
LIANG Fengshou, HE Guangchun, LIU Mingwei, et al. Application of embedded anti-slide pile in sloping wharf of Three Gorges Reservoir region[J]. Port Engineering Technology,2009,46(5):17-19.
[12] 王文涛. 渝利铁路丰都车站滑坡及岩堆治理[C]∥中国铁道学会铁道工程学会工程地质与路基专业委员会第二十三届年会论文集.西安:中国铁道学会,2012.
WANG Wentao. Treatment of landslide and rock for Fengdu Station of Chongqing-Lichuan railway[C]∥Proceedings of the 23rd Annual Meeting of Engineering Geology and Subgrade Committee of Railway Engineering Society of China Railway Society. Xian: China Railway Society,2012.
[13] 雷用,许建,郑颖人.抗滑短桩的适用条件研究[J]. 地下空间与工程学报, 2010, 6(增刊2): 1647-1651,1664.
LEI Yong, XU Jian, ZHENG Yingren. Suitable conditions analysis of short anti-sliding pile[J].Chinese Journal of Underground Space and Engineering, 2010, 6(Sup 2): 1647-1651,1664.
[14] 雷用,刘国政,郑颖人.抗滑短桩与桩周土共同作用的探讨[J].后勤工程学院学报,2006,22(4):17-21.
LEI Yong, LIU Guozheng, ZHENG Yingren. Discussion on interaction of short anti-sliding pile and soil[J].Journal of Logistical Engineering University, 2006, 22 (4): 17-21.
[15] 雷用,郑颖人.土质滑坡中抗滑短桩水平位移ANSYS分析[J].地下空间与工程学报,2006,2(5):828-833,838.
LEI Yong, ZHENG Yingren. ANSYS analysis on horizontal deformation of short anti-sliding pile in soil landslide[J].Chinese Journal of Underground Space and Engineering, 2006, 2(5): 828-833,838.
[16] 雷用,郑颖人,蒋文明.抗滑短桩的应力监测与分析[J].地下空间与工程学报,2007,3(5):941-946.
LEI Yong, ZHENG Yingren, JIANG Wenming. Monitoring and analysis of stress on anti-slide short pile[J].Chinese Journal of Underground Space and Engineering,2007,3(5):941-946.
[17] 胡时友,蔡强,李乾坤,等.抗滑短桩加固滑坡体模型试验三维数值模拟分析[J].工程地质学报,2018,26(4):969-977.
HU Shiyou, CAI Qiang, LI Qiankun, et al. Three dimensional FEM simulation of slope reinforcement by short anti-sliding pile[J]. Journal of Engineering Geology, 2018,26(4):969-977.
[18] 刘剑光,徐骏.埋入式抗滑桩优化设计的数值模拟分析[J].路基工程,2009(3):40-41.
LIU Jianguang, XU Jun. Numerical simulation analysis on optimization design of embedded anti-sliding pile[J]. Subgrade Engineering,2009(3):40-41.
[19] 唐芬.下沉短桩越顶问题的有限元分析[J].重庆交通大学学报(自然科学版),2007,26(5):103-107.
TANG Fen. FEM analysis of sliding face crossing over shanking pile[J].Journal of Chongqing Jiaotong University (Natural Science),2007,26(5):103-107.
[20] 雷用,刘文平,赵尚毅.抗滑短桩越顶问题的有限元验证[J].后勤工程学院学报,2006,22(3):1-4.
LEI Yong, LIU Wenping, ZHAO Shangyi. The finite element confirmation about whether the sliding face cross over the shortanti-slide pile[J]. Journal of Logistical Engineering University, 2006, 22(3):1-4.
[21] 蔡强,李乾坤,石胜伟,等.钢管抗滑短桩受力特性物理模型试验研究[J].岩土力学,2016,37(增刊2):679-684.
CAI Qiang, LI Qiankun, SHI Shengwei, et al. Study of mechanical characteristics of short anti-sliding steel pipe pile by physical model test[J]. Rock and Soil Mechanics,2016,37(Sup 2):679-684.
[22] 熊治文.深埋式抗滑桩的受力分布规律[J].中国铁道科学,2000,21(1):48-56.
XIONG Zhiwen. Force distribution rule of deeply buried anti-slide pile[J].China Railway Science,2000,21(1):48-56. |