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 35 Issue zk1
Turn off MathJax
Article Contents
Abstract
References
Related Articles
ZHANG Hong, GAO Qian, XU Man-qing, CHEN Xue-jia. Consolidation of saturated soil by using axisymmetric BEM via particular integrals method[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 317-321.
Citation: ZHANG Hong, GAO Qian, XU Man-qing, CHEN Xue-jia. Consolidation of saturated soil by using axisymmetric BEM via particular integrals method[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 317-321.
shu

Consolidation of saturated soil by using axisymmetric BEM via particular integrals method

  • 1. School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China; 2. Department of Civil Engineering, Nanchang Institute of Technology, Nanchang 330029, China

More Information
  • Received Date: February 27, 2013
  • Published Date: July 18, 2013
    Graphical Abstract
    • Abstract
  • Based on the Biot’s consolidation theory and according to the particular integrals method, the axisymmetric BEM formulation is developed for analyzing the consolidation of saturated soil in the cylindrical coordinates. By approximating the pore pressure loading term in the Navier equation and the transient terms in the pore fluid flow equation with known global shape functions and fictitious density functions, the particular integrals for displacement and pore pressure can be easily derived. In order to obtain the corresponding axisymmetric BEM formulation for analyzing the consolidation of the saturated soil, the particular integrals are rewritten in cylindrical coordinates by integrating along the circumferential direction. Numerical results for axisymmetric problems of soil consolidation are given and compared with the known results to demonstrate the validity and accuracy of the present formulation.
    • FullText(HTML)
    • References (1)
  • BANERJEE P K,BUTTERFIELD R. Boundary element methods in engineering science[M]. London: McGraw-Hill, 1981.
    CHENG A H D,LIGGETT J A. Boundary integral equation method for linear porous elasticity with application to soil consolidation[J]. International Journal for Numerical Methods in Engineering, 1984, 20(2): 255-278.
    CHEN J,DARGUSH G F. Boundary element method for dynamic poroelastic and thermoelastic analyses[J]. International Journal of Solids and Structures, 1995, 32(15): 2259-2278.
    DARGUSH G F,BANERJEE P K. A new boundary element method for three-dimensional coupled problems of consolidation and thermoelasticity[J]. Journal of Applied Mechanics, ASME, 1991, 58(1): 28-36.
    DARGUSH G F. A boundary element method for axisymmetric soil consolidation[J]. International Journal of Solids and Structures, 1991, 28(7): 897-915.
    PARK K H,BANERJEE P K. Two-and three-dimensional transient thermoelastic analysis by BEM via particular integral[J]. International Journal of Solids and Structures, 2002, 39(10): 2871-2892.
    PARK K H,BANERJEE P K. A simple BEM formulation for poroelasticity via particular integrals[J]. International Journal of Solids and Structures, 2006, 43(11): 3613-3625.
    张玉红,黄 义,王忠建. 层状饱水软土地基三维非轴对称动力响应分析方法[J]. (地震工程与工程振动), 2002, 22(4): 47-52.( ZHANG Yu-hong,HUANG Yi,WANG Zhong-jian. Analysis procedures of dynamic response of 3-D non-axisymmetric layered saturated soil[J]. Earthquake Engineering and Engineering Vibration, 2002, 22(4): 47-52. (in Chinese))
    BANERJEE P K. The boundary element methods in engineering[M]. London: McGraw-Hill, 1994.
    BIOT M A. General theory of three-dimensional consolidation[J]. Journal of Applied Physics, 1941, 12(2): 155-164.
    CRYER C W. A comparison of the three-dimensional consolidation theories of Biot and Terzaghi[J]. The Quarterly Journal of Mechanics and Applied Mathematics, 1963, 16(4): 401-411.
    GIBSON R E,SCHIFFMAN R L,PU S L. Plane strain and axially symmetric consolidation of a clay layer on a smooth impervious base[J]. The Quarterly Journal of Mechanics and Applied Mathematics, 1970, 23(4): 505-520.
    • Related Articles

  • Related Articles

    [1]AN Xiaoyu, WANG Fei, JI Wendong, ZHANG Yuting, LIU Xianpeng, LI Jiandong, YUAN Guangzong, BIAN Tianqi. Centrifugal model tests and numerical simulations of dragging motion state of Hall anchor[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S1): 117-121. DOI: 10.11779/CJGE2024S10005
    [2]HUANG Ying-chao, XU Yang-qing. Numerical simulation analysis of dewatering and recharge process of deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 299-303. DOI: 10.11779/CJGE2014S2053
    [3]LAI Han-jiang, ZHENG Jun-jie, GAN Tian, ZHOU Yan-Jun, YUAN Jing-bo. Numerical simulation analysis of reclaimed port ground under container load[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 528-531.
    [4]MA Qiang, XIAO Heng-lin, LI Li-hua, TAO Gao-liang. Experimental and numerical studies on triaxial geogrid-reinforced embankment at bridge approach[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 287-293.
    [5]DAI Xin, XU wei, ZOU Li, SHEN Qing-feng. Numerical simulation of shafts during excavation process[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 154-157.
    [6]Numerical simulation of multiple-crack growth under compressive loads[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(2).
    [7]ZHOU Jian, CUI Jihong, JIA Mincai, SHI D. Numerical simulation of cone penetration test by discrete element method[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(11): 1604-1610.
    [8]CHEN Zhonghui, THAM L.G., YEUNG M.R.. Renormalization study and numerical simulation on brittle failure of rocks[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 183-187.
    [9]LI Dayong, GONG Xiaonan, ZHANG Tuqiao. Numerical simulation of the buried pipelines protection adjacent to deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(6): 736-740.
    [10]CHEN Zhonghui, L.G.Tham, M.R.Yeung. Numerical simulation of damage and failure of rocks under different confining pressures[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(5): 576-580.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (501) PDF downloads (246) 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