›› 2012, Vol. 33 ›› Issue (S2): 162-166.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study of effective pile length based on Winkler models

DAI Guo-liang, YU Qi-yi, GONG Wei-ming   

  1. School of Civil Engineering, Southeast University, Nanjing 210096, China
  • Received:2011-12-14 Online:2012-11-22 Published:2012-12-11

Abstract: The definition of effective pile length can be concentrated on bearing capacity or on pile head settlement. The study of effective pile length is still in progress because of the various affecting factors. The method of controlling the pile head stiffness is used to determine the effective pile length. Based on the Winkler model and load transfer method, the formula of pile head stiffness in two-layer soil is deduced; and then some affecting factors of effective pile length are analyzed The effective pile length increases with the increase of pile diameter; and decreases with the increase of the soil stiffness ratio (defined as the stiffness of the second soil layer to that of the first soil layer). The increase of pile base stiffness doesn’t play an obvious role in effective pile length. The effective pile length will be increased when the thickness of the first layer increase within a certain range.

Key words: Winker model, effective pile length, two-layer soil, stiffness of pile head

CLC Number: 

  • TU 473
[1] ZHENG Gang , ZHOU Hai-zuo , CHENG Xue-song , LIU Jing-jin , ZHENG Shuai-qun, . Numerical analysis of the ultimate bearing capacity of the layered soil foundation with sand overlying clay [J]. , 2016, 37(5): 1475-1485.
[2] ZHANG Ling, ZHAO Ming-hua, ZHAO Heng. Analysis of a laterally loaded pile in a two-layer soil [J]. , 2011, 32(S2): 302-305.
[3] SUN Lin-na. Research on calculation of settlement of flexible piles composite foundation under rigid cushion cup [J]. , 2008, 29(S1): 663-666.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] ZHANG Wen-jie,CHEN Yum-min. Pumping tests and leachate drawdown design in a municipal solid waste landfill[J]. , 2010, 31(1): 211 -215 .
[2] 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 .
[3] 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 .
[4] 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 .
[5] WANG Ming-nian, GUO Jun, LUO Lu-sen, Yu Yu, Yang Jian-min, Tan Zhon. Study of critical buried depth of large cross-section loess tunnel for high speed railway[J]. , 2010, 31(4): 1157 -1162 .
[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 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 .
[9] LI Min,CHAI Shou-xi,WANG Xiao-yan,WEI Li. Examination of reinforcement effect on basis of strength increment of reinforced saline soil with wheat straw and lime[J]. , 2011, 32(4): 1051 -1056 .
[10] YANG Xiao, CAI Xue-qiong. Vertical vibration of pile in saturated viscoelastic soil layer considering transversal effects[J]. , 2011, 32(6): 1857 -1863 .