›› 2008, Vol. 29 ›› Issue (6): 1589-1592.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Research of model tests on pile-soil interaction influence

WANG Tao   

  1. China Academy of Building Research, Beijing 100013, China
  • Received:2006-07-31 Online:2008-06-10 Published:2013-07-15

PDF (PC)

1271

Abstract: Through the model experiment, the in-situ actual result and the theoretical solution of elasticity are compared each other; and it is pointed out that the theoretical solution of elasticity exaggerated the pile - pile, pile - soil, soil - soil interaction influence and created the predicted subsidence value to be big and overestimated the nonuniformity of pile head reactions (or nonuniformity of raft bottom foundation soil reactions). Finally, the solution way and method for revising the theoretical solution of elasticity ate pointed out.

Key words: pile-pile, pile-soil, soil-soil, interaction influence coefficient, theory of elasticity

CLC Number: 

  • TU 472
  • 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] SHI Li, WANG Hui-ping, SUN Hong-lei, PAN Xiao-dong, . Approximate analytical solution on vibrations of saturated ground induced by pile foundations [J]. Rock and Soil Mechanics, 2019, 40(5): 1750-1760.
[2] WANG Zhong-jin, FANG Peng-fei, XIE Xin-yu, WANG Kui-hua, WANG Wen-jun, LI Jin-zhu, . Analysis of effected factors for vertical compressive bearing capacity of ribbed bamboo joint pile [J]. Rock and Soil Mechanics, 2018, 39(S2): 381-388.
[3] XIONG Hui, JIANG Ya-feng, YU Rong-xia. Lateral vibration impedance of piles embedded in layered soil based on Laplace transform [J]. , 2018, 39(5): 1901-1907.
[4] HU He-song, CHEN Xiao-bin, TANG Meng-xiong, LIAO Xiang-ying, XIAO Yuan-jie, . Investigation on shearing failure mechanism for DPC pile-soil interface in large-scale direct shear tests [J]. Rock and Soil Mechanics, 2018, 39(12): 4325-4334.
[5] JIANG Wen-yu, LIU Yi, . Determination of neutral plane depth and pile-soil stress ratio of the rigid pile composite foundation [J]. Rock and Soil Mechanics, 2018, 39(12): 4554-4560.
[6] LI Lian-xiang, HUANG Jia-jia, FU Qing-hong, CHENG Xiao-yang, HU Feng, . Centrifuge experimental study of mechanical properties of composite foundation with different replacement rates under additional load [J]. , 2017, 38(S1): 131-139.
[7] HUANG Ming, ZHANG Bing-qi, CHEN Fu-quan, XU De-xiang，. A new incremental load transfer model of pile-soil interaction based on disturbed state concept [J]. , 2017, 38(S1): 167-172.
[8] ZHANG Hao, SHI Ming-lei, GUO Yuan-cheng, LI Yong-hui,. Analysis of stress and displacement characteristics of bridge pile and pier adjacent to one-side loading [J]. , 2017, 38(9): 2683-2692.
[9] ZHOU Jin-qiang, WANG Shu-ying, YANG Jun-sheng， FU Jin-yang，. Influence of tunneling on neighboring piles based on Mindlin solution [J]. , 2017, 38(4): 1075-1081.
[10] SHEN Cai-hua, WANG Yuan, LI He-wen, HU Yu-tian，. Determination of pile-soil stress ratio for compaction foundation using cavity expansion theory [J]. , 2017, 38(10): 2873-2880.
[11] ZHU Da-yong , CAI Yong-xiang, . A method of approaching analytical solution to elastic stresses of regular polygon hole under symmetrical loading [J]. , 2016, 37(S2): 60-66.
[12] LI Yong-hui, ZHU Xiang, ZHOU Tong-he,. Experimental study of effects of pile tip post grouting on bearing characteristics of large-diameter bored pile [J]. , 2016, 37(S2): 388-396.
[13] ZHOU Min-ming, QIAN Jian-gu, HUANG Mao-song, HU Yu-ying,. Discrete element simulation of failure mechanism of interface between grouting-screw pile and soil [J]. , 2016, 37(S1): 591-595.
[14] LI SAI，WANG You，QIN Zhi-hao，LIU Jian-hua，. An improved constitutive model for pile-soil interface based on a statistical damage constitutive model [J]. , 2016, 37(7): 1947-1955.
[15] LIANG Shu-xiu , SUN Zhao-chen , ZHANG Wei-ping , WANG Xing-gang，. Nonlinear dynamic response of pile structure under earthquake loading [J]. , 2016, 37(5): 1259-1267.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] LIU Xiao-wen，CHANG Li-jun，HU Xiao-rong. Experimental research of matric suction with water content and dry density of unsaturated laterite[J]. , 2009, 30(11): 3302 -3306 .
[2] HUANG Jian-hua，SONG Er-xiang. Research on mechanical properties of frozen curtain in large anchorage foundation pit engineering[J]. , 2009, 30(11): 3372 -3378 .
[3] WANG Guan-shi, LI Chang-hong, CHEN Bao-jun, LI Sh-ihai. Propagation law of stress wave in nonlinear structural surface medium[J]. , 2009, 30(12): 3747 -3752 .
[4] GAO Yang, ZHANG Qing-song, XU Bang-shu, LI Wei. Study of mining roof abutment pressure distribution law and affecting factors under sea[J]. , 2010, 31(4): 1309 -1313 .
[5] WAN Shao-shi, NIAN Ting-kai, JIANG Jing-cai, LUAN Mao-tian. Discussion on several issues in slope stability analysis based on shear strength reduction finite element methods (SSR-FEM)[J]. , 2010, 31(7): 2283 -2288 .
[6] LIU Quan-sheng, HU Yun-hua, LIU Bin. Progressive damage constitutive models of granite based on experimental results[J]. , 2009, 30(2): 289 -296 .
[7] LIU Jia, WANG Dong. Tension resistance and suction of plate anchor foundation in normally consolidated clay[J]. , 2009, 30(3): 735 -740 .
[8] XU Wei-sheng, CHAI Jun-rui, CHEN Xing-zhou, SUN Xu-shu. Study of nonlinear noncubic seepage in netwok rock and its application[J]. , 2009, 30(S1): 53 -57 .
[9] SHEN Hai-chao, CHENG Yuan-fang, ZHAO Yi-zhong, ZHANG Jian-guo, XIA Yuan-bo. Research on in-situ stresses and borehole stability of coal seam in Jingbian gas field[J]. , 2009, 30(S2): 123 -126 .
[10] ZHOU Yang, ZHOU Guo-qing. Semi-analytical solution for temperature field of one-dimensional soil freezing problem[J]. , 2011, 32(S1): 309 -0313 .
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