Stability assessment of potential discontinuity-controlled rock slides

被引：0
|
作者：
Papaliangas, TT
Lumsden, AC
Manolopoulou, S
机构：
来源：
ENGINEERING GEOLOGY AND THE ENVIRONMENT, VOLS 1-3 | 1997年
关键词：
D O I：
暂无
中图分类号：
P [天文学、地球科学];
学科分类号：
07 ;
摘要：
A method for assessing the stability of discontinuity - controlled natural rock slopes is presented. The method is based on a new, simple peak shear strength criterion for rock surfaces, which implies that peak shear strength at any normal stress is the result of one purely fictional and one purely geometrical component. For large natural rock surfaces the geometrical component can be neglected and the peak shear strength can be estimated from the fictional component only. The method is successfully applied to a number of failed natural rock slopes.
引用
收藏
页码：949 / 954
页数：6
相关论文
共 50 条
  • [1] Fuzzified kinematic analysis of discontinuity-controlled rock slope instabilities
    Aksoy, H.
    Ercanoglu, M.
    ENGINEERING GEOLOGY, 2007, 89 (3-4) : 206 - 219
  • [2] Bayesian-based probabilistic kinematic analysis of discontinuity-controlled rock slope instabilities
    Xin Zhou
    Jianping Chen
    Yu Chen
    Shengyuan Song
    Mingyuan Shi
    Jiewei Zhan
    Bulletin of Engineering Geology and the Environment, 2017, 76 : 1249 - 1262
  • [3] Bayesian-based probabilistic kinematic analysis of discontinuity-controlled rock slope instabilities
    Zhou, Xin
    Chen, Jianping
    Chen, Yu
    Song, Shengyuan
    Shi, Mingyuan
    Zhan, Jiewei
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2017, 76 (04) : 1249 - 1262
  • [4] Deformation and stability of a discontinuity-controlled rock slope at Dagangshan hydropower station using three-dimensional discontinuous deformation analysis
    Ma, Ke
    Liu, Guoyang
    Guo, Lianjun
    Zhuang, Duanyang
    Collins, D. S.
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2020, 130
  • [5] Evidence of a relict discontinuity-controlled slump failure mechanism in Hong Kong slopes
    Muir, IC
    Campbell, SDG
    Ho, KKS
    GEOTECHNICAL ENGINEERING MEETING SOCIETY'S NEEDS, VOLS 1 AND 2, PROCEEDINGS, 2001, : 849 - 854
  • [6] Assessment of discontinuity-controlled rock slope instability for debris slide initiation: a GIS-based kinematical analysis in the Great Smoky Mountains National Park, TN, USA
    Das, Raja
    Nandi, Arpita
    Luffman, Ingrid
    Joyner, Andrew
    ENVIRONMENTAL EARTH SCIENCES, 2024, 83 (09)
  • [7] Reliability-based stability analysis and risk assessment for rock slides of Ramnefjell
    Duezguen, H. S. B.
    Grimstad, E.
    APPLICATIONS OF STATISICS AND PROBABILITY IN CIVIL ENGINEERING, 2007, : 189 - 190
  • [8] An integrated maximum safe slope angle analysis approach based on probabilistic kinematic and block theory for discontinuity-controlled rock slope instabilities: a transportation corridor case
    Jingyu Xue
    Chen Cao
    Chun Tan
    Jianhua Yan
    Yaopeng Ji
    Jianping Chen
    Environmental Earth Sciences, 2023, 82
  • [9] Kinematic-based failure angle analysis for discontinuity-controlled rock slope instabilities: a case study of Ren Yi Peak Cluster in Fusong County, China
    Jianhua Yan
    Jianping Chen
    Yuchao Li
    Zhihai Li
    Yansong Zhang
    Xin Zhou
    Qaiser Mehmood
    Jing Liu
    Zhou Wang
    Natural Hazards, 2022, 111 : 2281 - 2296
  • [10] Kinematic-based failure angle analysis for discontinuity-controlled rock slope instabilities: a case study of Ren Yi Peak Cluster in Fusong County, China
    Yan, Jianhua
    Chen, Jianping
    Li, Yuchao
    Li, Zhihai
    Zhang, Yansong
    Zhou, Xin
    Mehmood, Qaiser
    Liu, Jing
    Wang, Zhou
    NATURAL HAZARDS, 2022, 111 (03) : 2281 - 2296
12345