Predicting rainfall-induced slope instability

被引：1
|
作者：
Fourie, AB [1 ]
机构：
[1] Univ Bristol, Dept Geog, Bristol BS8 1TH, Avon, England
[2] Perunding ZNA Consulting Engineers, Kuala Lumpur, Malaysia
来源：
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING | 1998年 / 131卷 / 02期
关键词：
D O I：
10.1680/igeng.1998.30117
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
引用
收藏
页码：115 / 118
页数：4
相关论文
共 50 条
  • [31] Laboratory characterization of rainfall-induced loess slope failure
    Wu, L. Z.
    Zhou, Y.
    Sun, P.
    Shi, J. S.
    Liu, G. G.
    Bai, L. Y.
    CATENA, 2017, 150 : 1 - 8
  • [32] Instrumented slopes for the study of rainfall-induced slope failures
    Rahardjo, H
    Leong, EC
    Rezaur, RB
    GEOTECHNICAL ENGINEERING MEETING SOCIETY'S NEEDS, VOL 3, 2003, : 307 - 312
  • [33] Laboratory experiments on initiation of rainfall-induced slope failure
    Nishigaki, M
    Tohari, A
    UNSATURATED SOILS FOR ASIA, 2000, : 819 - 824
  • [34] Causative mechanisms of rainfall-induced fill slope failures
    Chen, H
    Lee, CF
    Law, KT
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2004, 130 (06) : 593 - 602
  • [35] Flume Experiments for Investigation of Rainfall-induced Slope Failure
    Hakro, Muhammad Rehan
    Harahap, Indra Sati Hamonangan
    INTERNATIONAL JOURNAL OF ENGINEERING RESEARCH IN AFRICA, 2015, 16 : 49 - 56
  • [36] An integrated model for predicting rainfall-induced landslides
    Chang, Kang-Tsung
    Chiang, Shou-Hao
    GEOMORPHOLOGY, 2009, 105 (3-4) : 366 - 373
  • [37] Physical model experiment of rainfall-induced instability of a two-layer slope: implications for early warning
    Bian, Shiqiang
    Chen, Guan
    Meng, Xingmin
    Yang, Yunpeng
    Wu, Jie
    Huang, Fengchun
    Wu, Bing
    Jin, Jiacheng
    Qiao, Feiyu
    Chong, Yan
    Cheng, Donglin
    LANDSLIDES, 2024, 21 (12) : 3149 - 3167
  • [38] Numerical modelling of rainfall-induced instability of vegetated slopes
    Switala, B. M.
    Wu, W.
    GEOTECHNIQUE, 2018, 68 (06): : 481 - 491
  • [39] Pipe–soil interaction under the rainfall-induced instability of slope based on soil strength reduction method
    Peng, Shanbi
    Liao, Wen
    Liu, Enbin
    Energy Reports, 2020, 6 : 1865 - 1875
  • [40] Seepage and slope stability modelling of rainfall-induced slope failures in topographic hollows
    Acharya, Kiran Prasad
    Bhandary, Netra Prakash
    Dahal, Ranjan Kumar
    Yatabe, Ryuichi
    GEOMATICS NATURAL HAZARDS & RISK, 2016, 7 (02) : 721 - 746
12345