Advanced Search
  • Indexed in Scopus
  • Source Journal for Chinese Scientific and Technical Papers and Citations
  • Included in A Guide to the Core Journal of China
  • Indexed in Ei Compendex
Volume 28 Issue 11
Turn off MathJax
Article Contents
Abstract
Related Articles
ZHANG Yangsong, CHEN Xinmin. Finite element analysis for slope stability with multi-braced retaining wall through reduction of strength parameters[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(11): 1952-1957.
Citation: ZHANG Yangsong, CHEN Xinmin. Finite element analysis for slope stability with multi-braced retaining wall through reduction of strength parameters[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(11): 1952-1957.
shu

Finite element analysis for slope stability with multi-braced retaining wall through reduction of strength parameters

  • 1.Department of Civil Engineering Nanjing University of Science and Technology Nanjing 210094 China 2.College of Civil Engineering Nanjing Industrial University Nanjing 210009 China

More Information
  • Published Date: November 14, 2006
    Abstract
  • The application of two dimensional(2D) finite element method based on the concept of reduction of strength parameters for the slope stability problems with multi-braced retaining structure was discussed.The effects of factors such as embedded depth and the braced conditions of retained structure were investigated.The results of the finite element method were compared with those computed by Ordinary Method of Slices and Bishop’s Modified Method.It was shown that braced conditions and embedded depth of retained structure was also essential to slope stability with multi-braced retaining structure.It was also shown that the finite element method based on concept of reduction of strength parameters was reliable and effective and could consider easily the effects such as embedded depth and the braced conditions,and the obtained results provided reasonable warranty for confirming braced and embedded depth of retained structure.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]ZHANG Xiaodi, WANG Jinchang, YANG Zhongxuan, GONG Xiaonan, XU Rongqiao. Analytical solutions for laterally loaded step-tapered piles by state space method[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(9): 1944-1624. DOI: 10.11779/CJGE20220384
    [2]YANG Guang-hua, JIA Kai, LI Ze-yuan, LI Zhuo-xun. p-y curve method based on tangent modulus[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 1-6. DOI: 10.11779/CJGE2021S2001
    [3]SHANGGUAN Shi-qing, LIU Hong-jun, PIAO Chun-de. A modified p-y curve method considering rotation of soil resistance[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(8): 1526-1534. DOI: 10.11779/CJGE201408020
    [4]SU Dong. Elasto-plastic p-y model and incremental finite element method for beams on nonlinear foundation[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(8): 1469-1474.
    [5]LI Yurun, YUAN Xiaoming, LIANG Yan. Modified calculation method of p-y curves for liquefied soil-pile interaction[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(4): 595-599.
    [6]Researches on behaviour of composite foundation with single granular column based on unified twin shear strength theory[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(6): 707-711.
    [7]CHENG Yungming, ZHANG Yonghui, WANG Kejun. Coupling of FEM and DDA Method[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(6): 727-730.
    [8]Cao Zhi yuan, Pan Duo zhong. A  Semi  Analytical  Coupled  Region  Method  for  Pile  Group[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(6): 81-87.
    [9]Jiang Shu ping. Coupling  Algorithm  of  Extended  Kalman  Filter  FEM  and  Its  Application  in  Tunnel  Engineering[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(4): 14-22.
    [10]Chen Longzhu, Liang Guoqian, Zhu Jinying, Ge Wei. Analytical Calculation of Axial Loadig-Settlement Curve of Piles[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(6): 30-38.

Catalog

    CHEN Xinmin

    • 1.Department of Civil Engineering Nanjing University of Science and Technology Nanjing 210094 China 2.College of Civil Engineering Nanjing Industrial University Nanjing 210009 China

    1. On this Site
    2. On Google Scholar
    3. On PubMed
    Get Citation
    PDF
    XML
    Article views (1251) PDF downloads (284) Cited by()
    Related
    Website Copyright © 2010 Nanjing Hydraulic Research Institute 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return