›› 2014, Vol. 35 ›› Issue (S1): 311-318.

• Geotechnical Engineering • Previous Articles     Next Articles

Vertical vibration study of pile based on diffused fictitious soil pile model in inhomogeneous soil

YANG Dong-ying, DING Hai-ping   

  1. School of Civil Engineering, Suzhou University of Science and Technology, Suzhou, Jiangsu 215011, China
  • Received:2013-07-05 Online:2014-06-10 Published:2014-06-20

PDF (Chinese)

1306

Abstract: Based on rule of stress diffusion, diffused fictitious soil pile model was constructed and the response of soil-pile under axial dynamic loading in inhomogeneous soil was investigated. Firstly, complex stiffness of different soil layers beside pile was gotten by using complex stiffness transfer model of radial multi-zone plane strain. And then combined with boundary condition, initial condition and continuity condition, the dynamical equations of diffused fictitious soil pile and real-body pile were solved from the bottom up. After that the analytical solutions of dynamic response at pile top in frequency domain and the relevant semi-analytical solution of dynamic response in time domain were gained. Finally, the influence analysis of angles of diffused fictitious soil pile, thickness of diffused soil layer, inhomogeneity of lateral soil of pile and length of pile were carried out. Based on diffused fictitious soil pile model, characteristics of the pile-soil coupling interaction in vertical vibration were gotten. The results can provide theoretical basis for dynamic pile design and testing.

Key words: diffused fictitious soil pile, inhomogeneous soil, soil-pile coupling interaction, vertical vibration

CLC Number: 

  • TU 473
[1] LIU Lin-chao, XIAO Qi-dan, YAN Qi-fang. Vertical vibration of a single pipe pile in saturated soil with 3D wave model [J]. , 2018, 39(5): 1720-1730.
[2] HE Wei-jie, YANG Dong-ying, CUI Zhou-fei. Comparison of theoretical and numerical solution for vertical vibration of a pile considering transverse inertia effect [J]. , 2017, 38(9): 2757-2763.
[3] WU Wen-bing, DENG Guo-dong, ZHANG Jia-sheng, HUANG Sheng-gen，. Vertical dynamic response of soil surrounding pile-pipe pile-soil plug by considering lateral inertial effect [J]. , 2017, 38(4): 993-1002.
[4] LIU Lin-chao, YAN Qi-fang, WANG Song, CHEN Qing-qing. Vertical vibration of pipe pile based on axisymmetric model [J]. , 2016, 37(1): 119-125.
[5] MA Meng ，LIU Jian-lei ，SUN Ning ，KE Zai-tian ，LI Lin-jie，. Analysis of factors influencing dynamic stiffness of pile foundations [J]. , 2015, 36(7): 1939-1944.
[6] YING Yue-long , LUO Hai-liang , WEN Min-jie . Study of vertical vibration of pipe pile in saturated viscoelastic soil [J]. , 2013, 34(S1): 103-108.
[7] YANG Xiao, TANG Jie. Vertical vibration of single pile with transversal inertia effect in stratified saturated soil [J]. , 2013, 34(6): 1560-1566.
[8] CAO Hua-feng, WEI Chang-fu. Analysis of pore pressure dynamic response in saturated local inhomogeneous soil [J]. , 2013, 34(4): 933-940.
[9] ZHANG Chun-yang，CAO Ping，FAN Xiang，LIN Hang，WAN Lin-hui. Hopper discharge experiment for high viscosity bauxite flow and micromechanics research [J]. , 2012, 33(6): 1653-1659.
[10] YANG Xiao, CAI Xue-qiong. Vertical vibration of pile in saturated viscoelastic soil layer considering transversal effects [J]. , 2011, 32(6): 1857-1863.
[11] LIU Lin-chao, YANG Xiao. Analysis of vertical vibrations of a pile in saturated soil described by fractional derivative model [J]. , 2011, 32(2): 526-532.
[12] SHEN Zhao-wu, ZHU He-hua, WANG Wei-dong, WU Jiang-bin. Analysis of pile-raft foundation located in inhomogeneous soil based on Voronoi diagram algorithm [J]. , 2010, 31(4): 1227-1232.
[13] ZHANG Qi-yi, LUAN Mao-tian. Ultimate bearing capacity of strip footings on inhomogeneous soil foundation under combined loading [J]. , 2009, 30(5): 1281-1286.
[14] HU Xiu-qing, CAI Yuan-qiang. Vertical vibration of rigid embedded foundations in saturated soil overlying bedrock [J]. , 2009, 30(12): 3739-3746.
[15] HU Chun-lin , CHENG Chang-jun,. Study on vertical chaotic motion of nonlinear viscoelastic pile [J]. , 2005, 26(10): 1541-1544.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .
[2] ZHANG Wen-jie，CHEN Yum-min. Pumping tests and leachate drawdown design in a municipal solid waste landfill[J]. , 2010, 31(1): 211 -215 .
[3] GONG Wei-li, AN Li-qian, ZHAO Hai-yan, MAO Ling-tao. Multiple scale characterization of CT image for coal rock fractures based on image description[J]. , 2010, 31(2): 371 -376 .
[4] WAN Zhi, DONG Hui, LIU Bao-chen. On choice of hyper-parameters of support vector machines for time series regression and prediction with orthogonal design[J]. , 2010, 31(2): 503 -508 .
[5] SUN Xi-yuan, LUAN Mao-tian, TANG Xiao-wei. Study of horizontal bearing capacity of bucket foundation on saturated soft clay ground[J]. , 2010, 31(2): 667 -672 .
[6] TAN Feng-yi, Jiang Zhi-quan, Li Zhong-qiu, YAN Hui-he. Application of additive mass method to testing compacted density of filling material in Kunming new airport[J]. , 2010, 31(7): 2214 -2218 .
[7] CHAI Bo, YIN Kun-long, XIAO Yong-jun. Characteristics of weak-soft zones of Three Gorges Reservoir shoreline slope in new Badong county[J]. , 2010, 31(8): 2501 -2506 .
[8] WANG Xue-wu，XU Shang-jie，DANG Fa-ning，CHENG Su-zhen. Analysis of stability of dam slope during rapid drawdown of reservoir water level[J]. , 2010, 31(9): 2760 -2764 .
[9] WANG Wei-ming, SUN Rui, CAO Zhen-zhong, YUAN Xiao-ming. Comparative study of features of liquefied sites at home and abroad[J]. , 2010, 31(12): 3913 -3918 .
[10] WANG Guang-jin，YANG Chun-he ，ZHANG Chao，MA Hong-ling，KONG Xiang-yun ，HO. Research on particle size grading and slope stability analysis of super-high dumping site[J]. , 2011, 32(3): 905 -913 .
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