›› 2004, Vol. 25 ›› Issue (7): 1045-1049.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Effective stress finite element analysis for seismic response of deep pile foundation

SHEN Ting, LI Guo-ying, ZHANG Wei-min   

  1. Nanjing Hydraulic Research Institute, Nanjing 210029, China
  • Received:2003-05-26 Online:2004-07-09 Published:2014-07-18

PDF (PC)

1192

Abstract: Effective stress dynamic analysis method is used to analyze seismic response of super-deep bored-concrete-piles foundation of a bridge across the Yangtze River. By 3-D finite element numerical analysis, dynamic behaviors such as seism-induced permanent deformation, acceleration and vibration pore water pressure of the deep pile foundation are studied. The results show that the earthquake led to large permanent deformation, small vibration pore pressure of pile foundation; and also show that the tip of piles and the rim piles have more large dynamic response than other part, but the pile foundation have better anti-seismic behaviors than natural foundation.

Key words: effective stress, pile foundation, seism-induced permanent deformation, vibration pore water pressure, seismic response

CLC Number: 

  • TU 473
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
    • [1] ZOU You-xue, WANG Rui, ZHANG Jian-mi, . Analysis on the seismic response of stone columns composite foundation in liquefiable soils [J]. Rock and Soil Mechanics, 2019, 40(6): 2443-2455.
    [2] ZHENG Guo-feng, GUO Xiao-xia, SHAO Long-tan, . Experimental verification of an unsaturated shear strength criterion based on the state surface expression [J]. Rock and Soil Mechanics, 2019, 40(4): 1441-1448.
    [3] SUN Guang-chen, XIE Jia-you, HE Shan, FU He-lin, JIANG Xue-liang, ZHENG Liang, . Dynamic responses of bridge-tunnel approaching parts under different seismic excitation directions in soft surrounding rock [J]. Rock and Soil Mechanics, 2019, 40(3): 893-902.
    [4] DUAN Xiao-meng, ZENG Li-feng, . Bearing structure of unsaturated soil and generalized structural properties [J]. , 2018, 39(9): 3103-3112.
    [5] ZHAO Ming-hua, CHEN Yao-hao, YANG Chao-wei, XIAO Yao. Nonlinear analysis of pile in steep slope based on finite bar element method [J]. , 2018, 39(8): 3020-3028.
    [6] ZHANG Tian-jun, SHANG Hong-bo, LI Shu-gang, WEI Wen-wei, BAO Ruo-yu, PAN Hong-yu，. Permeability tests of fractured sandstone with different sizes of fragments under three-dimensional stress states [J]. , 2018, 39(7): 2361-2370.
    [7] XU Ming, TANG Ya-feng, LIU Xian-shan, LUO Bin, TANG Dao-yong，. Seismic dynamic response of rock slope anchored with adaptive anchor cables [J]. , 2018, 39(7): 2379-2386.
    [8] YU Hao-jun, PENG She-qin, ZHAO Qi-hua,. Research on response of laterally loaded pile in gravel soil sloping ground [J]. , 2018, 39(7): 2537-2545.
    [9] HAN Bing, LIANG Jian-wen, ZHU Jun，. Effect of lenticle on seismic response of structures in deep water-saturated poroelastic soft site [J]. , 2018, 39(6): 2227-2236.
    [10] YAO Yu, WANG Rui, LIU Tian-yun, ZHANG Jian-min，. Seismic response of high concrete face rockfill dams subject to non-uniform input motion [J]. , 2018, 39(6): 2259-2266.
    [11] CHEN Wei-zhong, MA Yong-shang, YU Hong-dan, GONG Zhe, LI Xiang-ling，. Parameter sensitivity analysis for thermo-hydro-mechanical coupling model of clay tunnel for radioactive waste disposal [J]. , 2018, 39(2): 407-416.
    [12] LIU Hong-jun, YANG Qi，. Influence of local scour on bearing performance of wind turbine supporting system [J]. , 2018, 39(2): 722-727.
    [13] LI Lin, LI Jing-pei, ZHAO Gao-wen, CUI Ji-fei, . Time-dependent bearing capacity of a jacked pile based on the effective stress method [J]. Rock and Soil Mechanics, 2018, 39(12): 4547-4553.
    [14] ZHAO Ming-hua, ZHU Zhi-ren, HUANG Ming-hua, YANG Chao-wei, XU Zhuo-jun. Study on thickness of safety for cave roofs suffered bending failure in karst areas [J]. , 2018, 39(11): 4201-4209.
    [15] LI Rui-shan, YUAN Xiao-ming, LI Cheng-cheng. Analysis of relationship between dynamic shear strain and vibration velocity of horizontal soil layers [J]. , 2018, 39(10): 3623-3630.
    Viewed
    Full text


    Abstract

    Cited
      Shared   
      Discussed   
    [1] TANG Ming-ming, WANG Zhi-yin, MA Lan-ping, ZENG Zhi-hua, ZHANG Zhi-pei. Study of design parameters of oil-gas pipeline traversing loess gully[J]. , 2010, 31(4): 1314 -1318 .
    [2] ZHANG Guang-ming, LIU He, ZHANG Jin, WU Heng-an, WANG Xiu-xi. Mathematical model and nonlinear finite element equation for reservoir fluid-solid coupling[J]. , 2010, 31(5): 1657 -1662 .
    [3] MEI Guo-xiong, LU Ting-hao, CHEN Hao, LI Zhi. True triaxial experiment of foundation pit considering initial stress[J]. , 2010, 31(7): 2079 -2082 .
    [4] LIN Hang，CAO Ping，LI Jiang-teng，JIANG Xue-liang，HE Zhong-ming. Deformation stability of three-dimensional slope based on Hoek-Brown criterion[J]. , 2010, 31(11): 3656 -3660 .
    [5] QIAN Ji-yun, ZHANG Ga, ZHANG Jian-min. Centrifuge model tests for deformation mechanism of soil slope during rainfall[J]. , 2011, 32(2): 398 -402 .
    [6] WEI Ning，LI Xiao-chun，WANG Yan，GU Zhi-meng. Resources quantity and utilization prospect of methane in municipal solid waste landfills[J]. , 2009, 30(6): 1687 -1692 .
    [7] LIN Da-ming1,2，SHANG Yan-jun1，SUN Fu-jun3，SUN Yuan-chun1,2，WU Feng-bo1,2，LIU Zhi. Study of strength assessment of rock mass and application[J]. , 2011, 32(3): 837 -842 .
    [8] DENG Dong-ping，LI Liang，ZHAO Lian-heng. A new method of sliding surface searching for general stability of slope based on Janbu method[J]. , 2011, 32(3): 891 -898 .
    [9] WU Jian，FENG Shao-kong，LI Hong-jie. Study of automatically extracting structural plane parameters from borehole images[J]. , 2011, 32(3): 951 -957 .
    [10] DAI Guo-liang, ZHOU Xiang-qin, LIU Yun-zhong, LIU Li-ji, GONG Wei-ming. Model test research on horizontal bearing capacity of closed diaphragm wall[J]. , 2011, 32(S2): 185 -189 .
    Copyright © Rock and Soil Mechanics, All Rights Reserved.
    Tel: 027-87198484, 87199252, 87199253, 87198752　E-mail: ytlx@whrsm.ac.cn
    Powered by Beijing Magtech Co. Ltd