[10] |
GOODMAN,RICHARD E. Introduction to rock mechanics[M]. [S.l.]:[s.n.],Canada,1989:859-1 020.
Your browse does not support frame! " target="_blank">
|
[15] |
AMINI M,MAJDI A,AYDAN O. Stability Analysis and the Stabilization of Flexural Toppling Failure[J]. Rock Mechanics and Rock Engineering,2009,42:751-782.
Your browse does not support frame! " target="_blank">
|
[1] |
任光明,夏 敏,李 果,等. 陡倾顺层岩质斜坡倾倒变形破坏特征研究[J]. 岩石力学与工程学报,2009,28(增1):3 193-3 140. (REN Guangming,XIA Min,LI Guo,et al. Study on toppling deformation and failure characteristics of steep bedding rock slope[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(Supp.1):3 193-3 140.(in Chinese))
|
[9] |
谭儒蛟,杨旭朝,胡瑞林. 反倾岩体边坡变形机制与稳定性评价研究综述[J]. 岩土力学,2009,30(增2):517-523.(TAN Rujiao,YANG Xuchao,HU Ruilin. Review of deformation mechanism and stability analysis of anti-dipped rock slopes[J]. Rock and Soil Mechanics,2009,30(Supp.2):517-523.(in Chinese))
|
[11] |
GOODMAN R E,BRAY J W. Toppling of Rock Slopes[C]// M. ASCE/ Bouider. Proceeding of the Specialty Conference on Rock Engineering for Foundations and Slopes. Colorado:[s.n.],1976:201-234.
Your browse does not support frame! " target="_blank">
|
[19] |
ADHIKARY D P,HLHAUS M,DYSKIN A V J. Modelling the large deformations in stratified media the cosserat continuum approach[J]. Mechanics of Cohesive-Frictional Materials,1999,(4):195-213.
Your browse does not support frame! " target="_blank">
|
[2] |
刘顺昌. 如美水电站岩质边坡倾倒破坏机制研究[硕士学位论文][D].武汉:中国地质大学,2013.(LIU Shunchang. Study on toppling failure mechanism of rock slope in rumei hydropower station[M. S. Thesis][D]. Wuhan:China University of Geosciences,2013.(in Chinese))
Your browse does not support frame! " target="_blank">
|
[4] |
左保成,陈从新,刘小巍,等. 反倾岩质边坡破坏机制模型试验研究[J]. 岩石力学与工程学报,2005,24(19):3 505-3 511.(ZUO Baocheng,CHEN Congxin,LIU Xiaowei,et al. Modeling experiment study on failure mechanism of counter-tilt rock slope[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(19):3 505- 3 511.(in Chinese))
|
[7] |
ALEJANO L R,VÁN GÓMEZ-MÁRQUEZ I,Martínez-Alegría Roberto. Analysis of a complex toppling-circular slope failure[J]. Engineering Geology,2010,114(1):93-104.
Your browse does not support frame! " target="_blank">
|
[12] |
AYDAN O,KAWAMOTO T. The stability of slopes and underground openings against flexural toppling and their stabilization[J]. Rock Mechanics and Rock Engineering,1992,25(3):143-165.
Your browse does not support frame! " target="_blank">
|
[14] |
陈红旗,黄润秋. 反倾层状边坡弯曲折断的应力及挠度判据[J]. 工程地质学报,2004,12(3):243-246.(CHEN Hongqi,HUANG Runqiu. Stress and flexibility criteria of bending and breaking in a counter tendency layered slope[J]. Journal of Engineering Geology,2004,12(3):243-246.(in Chinese))
|
[17] |
STEWART D P,ADHIKARY D P,JEWELL R J. Studies on the stability of model rock slopes[C]// Proceedings of the International Conference Centrifuge 94. Singapore:A. A. Balkema,1994:629-634.
Your browse does not support frame! " target="_blank">
|
[22] |
刘海军. 皖南山区反倾板岩边坡倾倒变形机制研究[硕士学位论文][D]. 成都:成都理工大学,2012.(LIU Haijun. Research on the toppling deformation mechanism of counter-tilt slate slope in the mountainous area of Southern Anhui[M. S. Thesis][D]. Chengdu:Chengdu University of Technology,2012. (in Chinese))
Your browse does not support frame! " target="_blank">
|
[3] |
左保成. 反倾岩质边坡破坏机制研究[硕士学位论文][D].北京:中国科学院大学,2004.(ZUO Baocheng. study on losing stability mechanics of counter-tilt rock slopes[M. S. Thesis][D]. Beijing:University of Chinese Academy of Sciences,2004.(in Chinese))
Your browse does not support frame! " target="_blank">
|
[5] |
卢海峰. 巴东组软岩边坡岩体工程特性及破坏机制研究[博士学位论文][D]. 北京:中国科学院大学,2010.(LU Haifeng. Research on engineering characteristics and failure mechanism of Badong formation soft rock slope[Ph. D. Thesis][D]. Beijing:Chinese Academy of Sciences,2010.(in Chinese))
Your browse does not support frame! " target="_blank">
|
[6] |
CRUDEN D M,MARTIN C D. A century of risk management at the Frank Slide,Canada[C]// Nottingham,United Kingdom:The Geological Society of London. [S.l.]:[s.n.],2006:1-7.
Your browse does not support frame! " target="_blank">
|
[8] |
AMINI M,MAJDI A,VESHADI M A. Stability analysis of rock slopes against block-flexure toppling failure[J]. Rock Mechanics and Rock Engineering,2012,45(4):519-532.
|
[13] |
卢海峰,刘泉声,陈从新. 反倾岩质边坡悬臂梁极限平衡模型的改进[J]. 岩土力学,2012,33(2):577-584.(LU Haifeng,LIU Quansheng,CHEN Congxin. Improvement of cantilever beam limit equilibrium model of counter-tilt rock slopes[J]. Rock and Soil Mechanics,2012,33(2):577-584.(in Chinese))
|
[16] |
MAJDI A,AMINI M. Analysis of geo-structural defects in flexural toppling failure[J]. International Journal of Rock Mechanics and Mining Sciences,2011,48(2):175-186.
|
[18] |
ADHIKARY D P,DYSKIN A V,JEWELL R J. Numerical modeling of the flexural deformation of foliated rock slopes[J]. Rock Mechanics and Mining Science,1996,33(6):595-606.
Your browse does not support frame! " target="_blank">
|
[20] |
HSU S C,NELSON P P. Analyses of slopes in jointed weak rock masses using distinct element method[C]// Proceedings of Mechanics of Jointed and Faulted Rock. Vienna,Austria:[s.n.],1995:589-594.
Your browse does not support frame! " target="_blank">
|
[23] |
ADHIKARY D P,DYSKIN A V,JEWELL R J,et al. A study of the mechanism of flexural toppling failure of rock slopes[J]. Rock Mechanics and Rock Engineering,1997,30(2):75-93.
Your browse does not support frame! " target="_blank">
|
[21] |
程东幸,刘大安,丁思保,等. 层状反倾岩质边坡影响因素及反倾条件分析[J]. 岩土工程学报,2005,27(11):1 362-1 366.( CHENG Dongxing,LIU Da?an,DING Enbao,et al. Analysis on influential factors and toppling conditions of toppling rock slope[J]. Chinese Journal of Geotechnical Engineering,2005,27(11):1 362-1 366.(in Chinese))
|