Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 38 Issue 7
Dec.  2014
Turn off MathJax
Article Contents
Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2008  >  38(7): 54-57,74
Jiang Pengming, Lu Changfeng, Ni Jun, Yuan Huarong. RIGOROUS SOLUTION METHOD FOR BEARING CAPACITY CONSIDERING SHEAR STRENGTH OF SOIL ON SIDES OF FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 54-57,74. doi: 10.13204/j.gyjz200807013
Citation: Jiang Pengming, Lu Changfeng, Ni Jun, Yuan Huarong. RIGOROUS SOLUTION METHOD FOR BEARING CAPACITY CONSIDERING SHEAR STRENGTH OF SOIL ON SIDES OF FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 54-57,74. doi: 10.13204/j.gyjz200807013
shu

RIGOROUS SOLUTION METHOD FOR BEARING CAPACITY CONSIDERING SHEAR STRENGTH OF SOIL ON SIDES OF FOUNDATION

doi: 10.13204/j.gyjz200807013
  • 1.

    1. Department of Civil Engineering,Jiangsu University of Science and Technology Zhenjiang 212003;

  • 2.

    2. Zhenjiang Institute of Geology for Mineral Resources Zhenjiang 212003

  • Received Date: 2007-10-21
  • Publish Date: 2008-07-20
    Abstract
  • Based on the characteristics of ground symmetrical failure,the discontinuous stress field and velocity field of the soil mass are constructed.The character of discontinuous line of stress and velocity,the stress field are analyzed.By upper and lower bound theorems,the model of calculation and the method for bearing capacity are got.The stress field and the corresponding mobile field are got by the numerical calculation to solve three kinds of boundary value problems.The stress field satisfied with all velocity boundary is found.The rigorous solution of bearing capacity considering shear strength of soil on sides of foundation is obtained.The computation results show that the approach to solve the limit equilibrium problem is available.
    • FullText(HTML)
  • loading
    • References(12)
  • [2] 肖大平.滑移线法求解极限承载力问题的一些进展.岩土工程学报,2002,24(1)1-11
    沈珠江.理论土力学.北京:中国水利水电出版社,2002:187-229
    [3] 黄传志.张美燕.孙万禾.地基承载力问题中的破坏模式与度量标准.中国港湾建设.2006.145(5):1-5
    [4] 黄传志,姜明宝,张敬.偏心倾斜荷载作用下的地基承载力计算方法.岩土工程学报.2003.25(1):96-101
    [5] Abdul Harold Soebra.Upper Bound Solution Bearing Capacity of Foundations.Journal of Geotecimieal and Gee-Environmental Engineering,1999(1):59-69
    [6] Shah S W.Lower Bound Limit Analysis Using Finite Elements and Linear Proframming.Int.J.Numer Anal.Meth.Geomech.,1988(12):61-77
    [7] Sloan S W.Upper Bound Limit Analysis Using Finite Elements and Linear Programming.Int.J.Numer Anal.Meth.Geomech.,1989(23):263-282
    [8] Sloan S W,Kleman P W.Upper Bound Limit an Alysis Using Discontinuous Velocity Fields.Comput.Appl.Mech.Eng.,1995,12(7):293-314
    [9] 沈珠江.不连续解在极限土压力计算中的应用,,沈珠江土力学论文集.北京:清华大学出版社.2005:65-76
    [10] 张学言.岩土塑性力学.北京:人民交通出版社.1993:292-329
    [11] 杨明成.郑颖人.岩土材料滑移线场理论中的应力问断线.宁夏大学学报,2002,23(1):34-36
    [12] 杨明成.郑颖人.滑移线场理论中非特征线应力边界条件的解析式.岩土力学,2002,22(4):395-398
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (80) PDF downloads(58) Cited by()
    Proportional views
    Related

    Journal Online

    Authors' Center

    Links

    Copyright © 《工业建筑》杂志社有限公司 京ICP备11033253号-1

    Supported by: Beijing Renhe Information Technology Co. Ltd     百度统计

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return