Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 34 Issue 7
Turn off MathJax
Article Contents
Abstract
References
CHEN Li-hong, SUN Ping, CHEN Zu-yu. LOSSAP: spreadsheet approach for slope stability analysis[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1329-1332.
Citation: CHEN Li-hong, SUN Ping, CHEN Zu-yu. LOSSAP: spreadsheet approach for slope stability analysis[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1329-1332.
shu

LOSSAP: spreadsheet approach for slope stability analysis

  • (1. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China; 2. China Institute of Water Resources and Hydropower Research, Beijing 100048, China)

More Information
  • Received Date: June 13, 2011
  • Published Date: July 24, 2012
    Graphical Abstract
    • Abstract
  • The spreadsheet method for slope stability analysis based on Excel takes the advantages of powerful calculation function of the spreadsheet. It is easy-to-understand and self-explanatory. The powerful optimization tool of Excel is employed to obtain the factor of safety of the slope. The digitized geometrical information of the slope and slip slices can be obtained and written to a data file by a program developed by AutoLisp language in Autocad. The spreadsheet will deal with that data and calculate the basic data for slope stability analysis by user-defined VBA subroutines or functions. Different limit equilibrium methods for slope stability analysis are arranged in different sheets and solved by “solver tool” of Excel. The spreadsheet program is an easy tool which can acquire the factor of safety of specified slide surface under different situations.
    • FullText(HTML)
    • References (7)
  • [1]
    LOW B K, WILSON H Tang. Efficient reliability evaluation using spreadsheet[J]. Engrg Mechanics, 1997, 123(7): 749–752.
    [2]
    LOW B K, LEE S R. Slope stability analysis using generalized method of slices[J]. Geotechnical and Geoenvironmental Engineering, 1998, 124(4): 350–362.
    [3]
    CHEN L H, CHEN Z Y, SUN P. Slope stability analysis using graphic acquisitions and spreadsheets[C]// Proceedings of 10th International Symposium of Landslide and Engineered Slope. Xi'an, 2008.
    [4]
    郭秀娟. AutoLISP语言程序设计[M]. 北京: 化学工业出版社, 2008. (GUO Xiu-juan. AutoLISP Yuyan Chengxu Sheji[M]. Beijing: Chemical Industry Press, 2008. (in Chinese))
    [5]
    陈仲颐, 周景星, 王洪瑾. 土力学[M]. 北京: 清华大学出版社, 1992. (CHEN Zhong-yi, ZHOU Jing-xing, WANG Hong-jin. Soil mechanics[M]. Beijing: Tsinghua University Press, 1992. (in Chinese))
    [6]
    陈祖煜. 土质边坡稳定分析: 原理、方法、程序[M]. 北京: 中国水利水电出版社, 2002. (CHEN Zu-yu. Soil slope stability analysis: theory, methods and programs[M]. Beijing: China Water Power Press, 2002. (in Chinese))
    [7]
    中国水电顾问集团昆明勘测设计研究院. 糥扎渡高心墙坝坝料特性及结构优化研究报告[R]. 昆明: 中国水电顾问集团昆明勘测设计研究院, 2006. (HYDROCHINA Kunming Engineering Corporation. Study report of Nuozhadu Dam on its materials’ character and structural improvement[R]. Kunming: HYDROCHINA Kunming Engineering Corporation, 2006. (in Chinese))
    • Related Articles
  • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (2493) PDF downloads (877) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 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