[1]
Hongqi Chen, Runqiu Huang, Feng Ling, Space of large deposit slope engineering effect research [J], journal of geotechnical engineering, 2005, 27 (3) : 323-328.
Google Scholar
[2]
Haimin Li, Ruihui Zhong, Cheng Liu, Yunnan Xiaowan hydropower station water diversion ditch deposit anchor cable construction technology and the improvement design [J], journal of geological hazards and prevention, 20 (16) : 7-11.
Google Scholar
[3]
Xiumei Din. Typical accumulation under complicated environment in southwest China (fill) the slope deformation and stability study (dissertation) [D]. Chengdu: Chengdu university of technology. 01, (2005).
Google Scholar
[4]
Juan Qiao, Xianqi Luo, reservoir water storage of three gorges reservoir area under the action of a bank deposit deformation failure mechanism study [J], disasters and prevention and control engineering, 2006 (1) : 25-29.
Google Scholar
[5]
Shiqi Hu, canyon area composite deposit genesis analysis of high slope and foundation treatment [J], foundation engineering, voL. 9 N0. I: 36-37.
Google Scholar
[6]
Liu Yuan, Fuxing Miao, Tiande Miao, power transmission and distribution in two dimensional particle deposit research [J], journal of geotechnical engineering, 2005, 27 (4) : 468-473.
Google Scholar
[7]
Behringer R P, The Dynamics of flowing sand [J], Nonlinear Science Today, 1993, 3 (3) : 2-15.
Google Scholar
[8]
Liu C h, Mr Nagel S R, eta1, Force fluctuations in bead packs [J]. Science, 1995269: 513-515.
Google Scholar
[9]
Wittmer J P, et a1. An explanation for the central stress minimum in sand piles [J]. Nature, 1996382: 336-338.
Google Scholar
[10]
Hongying Jiang, Shuanghua Luo, granular medium diffusion process in the heap load force analysis, journal of lanzhou university of technology, 2006, 32 (2) : 127-130.
Google Scholar
[11]
Zangjin Luo, rock slope failure mode asain, guangdong highway traffic, 2001 publication: 11-14.
Google Scholar
[12]
Bangdong Xu, landslide analysis and control [M], Beijing: China railway publishing house, 2001. 5.
Google Scholar
[13]
Xichang Chen, Chen Li, spreading of rockfall hazards prevention and control of shallow theory, journal of rock mechanics and engineering, 2002, 21 (9) : 1430-1432.
Google Scholar
[14]
Ngecu W M, Lhang D W The environmental impact of landslides on The population living on The east foot slopes of The Aberdare ranges in Kenya: a case study of Maringa Village landslide database [J], environmental Geology, The 1999-38 (3) : 259-264.
DOI: 10.1007/s002540050423
Google Scholar
[15]
Hongqi Chen, Runqiu Huang, Feng Ling, space of large deposit slope engineering effect research [J], journal of geotechnical engineering, 2005, 27 (3) : 323-328.
Google Scholar
[16]
Keqiang He, Xianzhong Li, large accumulation landslide shear outlet formation mechanics conditions and comprehensive displacement mechanics criterion [J], engineering survey, 1996. 5: 13-16.
Google Scholar
[17]
Keqiang He, Jibao Yang, Sijing Wang, accumulation of slope surface displacement vector Angle and its role and significance in the stability prediction [J], journal of rock mechanics and engineering, Vol. 22 (12) : 1976-(1983).
Google Scholar
[18]
Jimei Ding, Guangshi Liu, Runqiu Huang, shear strain increment in the deposit slope stability study application [J]. Earth science, Vol. 19, supplement, 2004: 318-323.
Google Scholar
[19]
Yingyan Zhu, Peng Cui, Xiaoqing Chen, deposit landslide and slope stability and instability mechanism of the experiment analysis [J], journal of rock mechanics and engineering, 2005, 24 (21) : 3927-3934.
Google Scholar
[20]
Guofeng Yan, a reservoir spillway on the left side of the high slope stability analysis and control, journal of Zhejiang water conservancy and hydropower college, 2006, 19 (3) : 30-32.
Google Scholar
[21]
Wenxing Jian, Kunlong Yan, Yang Wang, WanZhou xixipu are cause analysis and stability evaluation [J], geological science and technology intelligence, 2005, 24: 165-169.
Google Scholar
[22]
Yongquan Dai, Zhujiang Shen, unsaturated soil simplified one-dimensional consolidation calculation (J), journal of geotechnical engineering, Vol. 13 (1), (1991).
Google Scholar
[23]
Xiaofang Tong, Yinwu Xu, analysis and study of the slope stability analyses, shanxi building, 2006, 32 (21) : 119-120.
Google Scholar
[24]
Shangyi Zhao, Yingren Zheng, WeiMin Shi, with the strength subtraction for the slope stability safety coefficient [J], journal of geotechnical engineering, 2002, 24 (3) : 343-346.
Google Scholar
[25]
Shibing Zhang, large deformation elastic-plastic finite element strength reduction of the slope stability analysis (master's thesis) [D]. Xi an: xi , an university of science and technology.
Google Scholar
[26]
Yingren Zheng, Shangyi Zhao, limit analysis finite element method (fem) in geotechnical engineering and its application [J], journal of civil engineering, 2005, 38 (1) : 91-104.
Google Scholar
[27]
Daping Shang, slip line method to solve the problem of ultimate bearing capacity of some progress [J], journal of geotechnical engineering, 1998, 20 (4) : 26-29.
Google Scholar
[28]
Yiwen Zhu, Chunqiu Wu, Yuanqi, Cai based on the theory of slip line field method of determining the critical slip surface of slope [J], journal of rock mechanics and engineering, 2005, 24 (15) : 2609-2616.
Google Scholar
[29]
Wei Li, Zhengzhou Chen, Lili Deng, Xiaopeng Deng, rock high slope stability by finite element analysis, journal of east China institute of technology, 2004, 21 (7) : 65-68.
Google Scholar
[30]
Jiliang Zhu, Runqiu Huang, a hydropower station dam deposit before and the stability of three-dimensional numerical simulation analysis [J]. Rock and soil mechanics, 2005, 26 (8) : 1318-1322.
Google Scholar
[31]
Weishen Zhu, Yujun Zhang, Xiangbo Qiu, xiaowan dam deposit before and three dimensional finite element analysis [J], journal of rock mechanics and engineering, 2000, 12 (4) : 459 ~ 463.
Google Scholar
[32]
Zhifa Yang, YanJun Shang, Ying Liu, the study of geotechnical engineering analogy method, journal of engineering geology, 1997, 5 (4) : 300-305.
Google Scholar
[33]
Xiatin Feng, Yongjia Wang, artificial intelligence application in the slope engineering rock mass in mines, chemical mining technology, 1995, 24 (1) : 1-3.
Google Scholar
[34]
Qing, Miao SMR stability classification method in the application of dachaoshan hydropower station, hydroelectric power, 2001, 12: 23-25.
Google Scholar
[35]
Dehong Peng, introduction to slope stability analysis method [J], Shanghai geology, 2005 (3) : 44-47.
Google Scholar
[36]
Hongbo Xin, Yuqing Wang. Earthquake geotechnical slope collapse and slide rule of initial [J]. Journal of geotechnical engineering, 1999, 21 (5) : 591-594.
Google Scholar