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 36 Issue zk2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
LIU Jiang-tao, YANG Zheng-dong, SUN Fei-da, GUO Yi-peng, LAI Zheng-fa, YAN Rui-jing. Shear strength of lacustrine deposits in soft soil area of Kunming[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 125-129. DOI: 10.11779/CJGE2014S2021
Citation: LIU Jiang-tao, YANG Zheng-dong, SUN Fei-da, GUO Yi-peng, LAI Zheng-fa, YAN Rui-jing. Shear strength of lacustrine deposits in soft soil area of Kunming[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 125-129. DOI: 10.11779/CJGE2014S2021
shu

Shear strength of lacustrine deposits in soft soil area of Kunming

  • 1. Kunming Prospecting Design Institute of China Noferrous Metals Industry, Kunming 650051, China;
    2. Central South University, Changsha 410000, China;
    3. Shaanxi Fangyuan Engineering Design, Xian 710000, China

More Information
  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
    Graphical Abstract
    • Abstract
  • The shear strength is an important mechanical index for design of retaining structure for foundation pits, especially in soft soil areas. The index directly determines the success or failure of supporting scheme. Based on an engineering example, by combining field data, five different shear strengths are calculated using Lizheng software for deep excavations. The actual monitoring results are analyzed and verified through finite element analysis. Suitable shear strength indices are proposed for foundation pits in soft soil areas of lacustrine deposits in Kunming.
    • FullText(HTML)
    • References (3)
  • [1]
    中国有色金属工业昆明勘察设计研究院. 西山区第20号城中村改造项目回迁安置房三期基坑专项岩土工程勘察报告[R]. 昆明: 中国有色金属工业昆明勘察设计研究院, 2011. (Kunming Prospecting Design Institute of China Noferrous Metals Industry. The third period foundation speciai geotechnicai engineering investigation report of the Xishan district 20 th village reconstruction project[R]. Kunming: Kunming Prospecting Design Institute of China Noferrous Metals Industry, 2011. (in Chinese))
    [2]
    郭一鹏. 昆明地区土体抗剪强度参数分析与研究[D]. 昆明: 昆明理工大学, 2012. (GUO Yi-peng. Analysis and research of soil shear strength for kunming area based on engineering examples[D]. Kunming: Kunming University of Science and Technology, 2012. (in Chinese))
    [3]
    工程地质手册编写组.工程地质手册[M]. 北京: 中国建筑工业出版社, 2007. (Engineering Geology Manual Writing Team. Engineering geology manual[M]. Beijing: China Architecture & Building Press, 2007. (in Chinese))
    • Related Articles

  • Related Articles

    [1]WANG Zheng-zhen, GONG Wei-ming, DAI Guo-liang, LIU Xiao-guang, ZHAO Xin-xin, GUO Hui. Nonlinear calculation of earth pressures considering displacement effect[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 244-247. DOI: 10.11779/CJGE2019S2061
    [2]YE Shuai-hua, CHEN Chang-liu, KOU Wei-wei, ZHU Yan-peng. Displacement monitoring and deformation characteristics of a deep foundation pit in Lanzhou[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 440-445. DOI: 10.11779/CJGE2014S2076
    [3]LIU Yan, NIE Shu-min, LIU Tao. Sheltering effect of existing subsurface structures on displacement of retaining wall of foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 400-403. DOI: 10.11779/CJGE2014S2070
    [4]YAO Guo-sheng. Application of earth pressure calculation method considering displacement in excavation engineering[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 693-696.
    [5]ZHENG Gang, ZONG Chao, ZENG Chao-feng, DIAO Yu. Deformation of asymmetric foundation pit caused by staged dewatering and excavation[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 550-554.
    [6]ZHENG Gang, ZENG Chao-feng. Lateral displacement of diaphragm wall by dewatering of phreatic water before excavation[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(12): 2153-2163.
    [7]YU Jun, LU Jia, GONG Xiao-nan. Earth pressure on supporting structures of asymmetric excavations considering their displacement[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 24-27.
    [8]LIN Hang, CAO Ping, GONG Fengqiang. Analysis of locations and displacement modes of monitoring points in displacement mutation criteria[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(9): 1433-1438.
    [9]LIAO Shaoming, YU Yan, CHEN Liang. Ground displacement field calculated from deformation of retaining wall of deep excavation and its effect on adjacent metro tunnel[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(7): 800-803.
    [10]Liu Guobin, Li Wenyong. A method to calculate the displacement of induction joint in the metro station[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 195-198.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (322) PDF downloads (287) 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