Simplified pile-slope stability analysis

被引:0
|
作者
机构
[1] Lee, C.Y.
[2] Hull, T.S.
[3] Poulos, H.G.
来源
Lee, C.Y. | 1600年 / Elsevier Science Ltd, Oxford, United Kingdom卷 / 17期
关键词
Bishop ship circle approach - External lateral soil movements - Pile response - Preventive measure;
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
相关论文
共 50 条
  • [31] Simplified Numerical Implementation in Slope Stability Modeling
    Tiwari, R. C.
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2015, 15 (03)
  • [32] Evaluation of Pile Driving Effects on Slope Stability in Clay
    Yeganeh Attari
    Hans Petter Jostad
    Gustav Grimstad
    Gudmund Reidar Eiksund
    Geotechnical and Geological Engineering, 2024, 42 : 1623 - 1638
  • [33] Pile contribution to slope stability: application to open quays
    Lopes, Francisco R.
    Freire, Tamara C.
    Campos, Thiago D. G.
    Lacerda, Willy A.
    Gomes, Roney M.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2021, 174 (06) : 682 - 696
  • [34] Evaluation of Pile Driving Effects on Slope Stability in Clay
    Attari, Yeganeh
    Jostad, Hans Petter
    Grimstad, Gustav
    Eiksund, Gudmund Reidar
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2024, 42 (03) : 1623 - 1638
  • [35] A simplified model for the evaluation of the degree of saturation in slope stability analysis of shallow soils
    Montrasio, L.
    Valentino, R.
    UNSATURATED SOILS: ADVANCES IN GEO-ENGINEERING, 2008, : 933 - 939
  • [36] AN EXTENSION OF BISHOP SIMPLIFIED METHOD OF SLOPE STABILITY ANALYSIS TO 3 DIMENSIONS - DISCUSSION
    CAVOUNIDIS, S
    HUNGR, O
    GEOTECHNIQUE, 1988, 38 (01): : 155 - 156
  • [37] A simplified BEM analysis of pile groups
    dePaiva, JB
    Trondi, RR
    ADVANCES IN BOUNDARY ELEMENT METHODS, 1996, : 145 - 146
  • [38] Numerical analysis of pile—slope stability and the soil arching around two adjacent piles
    Chien-Yuan Chen
    Chun-Kai Chang
    Yu-Shan Lin
    Journal of Mountain Science, 2022, 19 : 3270 - 3285
  • [39] Numerical analysis of pile–slope stability and the soil arching around two adjacent piles
    Chien-Yuan CHEN
    Chun-Kai CHANG
    Yu-Shan LIN
    JournalofMountainScience, 2022, 19 (11) : 3270 - 3285
  • [40] A new approach to the finite element slope stability analysis incorporating the slice and the pile deformations
    Hazarika, H
    Terado, Y
    Hayamizu, H
    PROCEEDINGS OF THE 10TH (2000) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL II, 2000, : 630 - 636