›› 2007, Vol. 28 ›› Issue (S1): 882-885.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

A relationship model between axial force distribution function and displacement distribution function on uplift pile

XU Hong-fa1, CHENG Xue-xin1, XI Shui-qing2, WANG Yao-ming3,   

  1. 1. Engineering Institute of Engineering Corps, PLA University of Science & Technology, Nanjing 210007, China; 2. Jiangsu Nantong Civil Defense Bureau, Nantong 226001, China; 3. Shanghai Civil Defense Supervision and Administration Bureau, Shanghai, 200020, China
  • Received:2007-04-26 Online:2007-10-25 Published:2014-03-28

Abstract: To get useful no-linear analytical resolutions from load-transfer differential equation, it is very important to establish a relationship model between axial force distribution function and displacement distribution function, i.e. U(z)-?(z). In this paper, the exponential model is selected by means of the method setting up experience formula, the shapes of curves of U(z)-?(z) gained by geometric construction method and the tentative calculations to many other models. The meanings and determining of the parameters in the model are discussed. The results show that the parameters ?, b only has a connection with the displacements of top and bottom on uplift pile.

Key words: uplift pile, axial force distribution function, displacement distribution function, relationship model

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.
[1] WANG Xiang-jun. A load transfer method for analyzing side-grouting uplift piles based on pile tests [J]. , 2015, 36(S2): 321-326.
[2] GUO Nan , CHEN Zheng-han , HUANG Xue-feng , YANG Xiao-hui,. Experimental study of large-diameter bag uplift pile in soft rock foundation [J]. , 2015, 36(S2): 603-609.
[3] TANG Meng-xiong , CHEN Da,. A computational method of ultimate capacity of uplift piles in basement rock [J]. , 2015, 36(S2): 633-638.
[4] CHANG Lin-yue, WANG Wei-dong, WU Jiang-bin. Numerical simulation analysis of uplift behavior of enlarged base piles based on uplift ultimate bearing capacity tests [J]. , 2015, 36(S1): 657-663.
[5] ZHANG Ji-hong , ZHU He-hua,. Limit equilibrium equation for uplift piles and its application [J]. , 2015, 36(8): 2339-2344.
[6] ZHAO Tong ,YANG Hai-song ,WANG Xiang-jun,. Application of pedestal uplift piles to Yujiapu north-south undergound garage in Tianjin [J]. , 2014, 35(S2): 359-363.
[7] WANG Bin ,QIAN Jian-gu ,CHEN Hong-wei ,HUANG Mao-song ,HU Yu-yin,. Numerical analysis of grouting-screw pile uplift bearing capacity [J]. , 2014, 35(S2): 572-578.
[8] QIAN Jian-gu , MA Xiao , LI Wei-wei , HUANG Mao-song , WANG Wei-dong,. Centrifuge model test and in-site observation on behaviors of side-grouting uplift pile [J]. , 2014, 35(5): 1241-1246.
[9] TIAN Tian ,CHEN Wei-zhong , YU Jian-xian ,ZHENG Peng-qiang , YUAN Jing-qiang,. Study of reasonable support parameters for open-cut tunnel floor with shallow burial depth and abundant groundwater on seaside [J]. , 2013, 34(S2): 368-374.
[10] ZHANG Zhong-miao, XIE Zhi-zhuan、 ZHAO Yu-bo, LI Hui-ming. Uplift behaviors of bored piles subjected to high critical cyclic loading level [J]. , 2012, 33(2): 343-348.
[11] QIAN Jian-gu , JIA Peng , CHENG Ming-jin , HUANG Mao-song. Experimental study of grouting pile-soil interface and numerical simulation of bearing behavior of side-grouting uplift pile [J]. , 2011, 32(S1): 662-0668.
[12] LUO Yao-wu,HU Qi,LING Dao-sheng,CHEN Zheng,CHEN Yun-min. Model experimental research on effects of properties of interface between piles and sand on bearing behavior of uplift piles in sand [J]. , 2011, 32(3): 722-726.
[13] CHEN Xiao-qiang, ZHAO Chun-feng, GAN Ai-ming. Study of model test of uplift and compression piles in sand [J]. , 2011, 32(3): 738-744.
[14] XU Min, SONG Lin-hui, ZHOU Feng, MEI Guo-xiong, ZAI Jin-min. In-situ test and numerical simulation of the umbrella-shaped uplift anchor [J]. , 2009, 30(S1): 24-28.
[15] LI Jian-jun, HUANG Mao-song, WANG Wei-dong, CHEN Zheng. Analysis of uplift capacity of long enlarged-base pile in soft soil ground [J]. , 2009, 30(9): 2643-2650.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WANG Gui-yao,LI Bing,FU Hong-yuan. Experimental study of moisture migration of unsaturated soil in embankment[J]. , 2010, 31(1): 61 -65 .
[2] LIANG Neng-shan, QI Ceng-zi. A new dynamic semi-analytical algorithm of structural system ——Laplace integral transform method of dynamic analysis of underground structures[J]. , 2010, 31(S1): 198 -206 .
[3] JIN Yong-tao, YANG Hua, LI Feng-li. Pile-raft interaction by using modified Geddes model and variable rigidity design method for balance settlement[J]. , 2010, 31(12): 3875 -3879 .
[4] NIU Wen-jie,YE Wei-min,LIU Shao-gang,YU Hai-tao. Limit analysis of a soil slope considering saturated-unsaturated seepage[J]. , 2009, 30(8): 2477 -2482 .
[5] TANG Zhi-cheng , XIA Cai-chu , DING Zeng-zhi  . Analysis of shear deformation law for intermittent jointed rock mass[J]. , 2011, 32(8): 2353 -2358 .
[6] QIU Cheng-chun , ZHANG Meng-xi , WEI Wei. Strength analysis of frictional failure of sand reinforced with grid-rib reinforcement under plane strain condition[J]. , 2011, 32(S2): 313 -318 .
[7] CHEN Shi-hai , YAN Yong-feng , QI Gui-feng , ZHANG Xian-kun , ZHANG Wei. Analysis of influence factors of interference vibration reduction of millisecond blasting[J]. , 2011, 32(10): 3003 -3008 .
[8] WANG Jun-bao LIU Xin-rong LI Peng. Discussion of settlement-velocity ratio method for evaluating consolidation coefficient[J]. , 2011, 32(10): 3085 -3088 .
[9] YU Jin ,WANG Hai ,ZHENG Chun-ting ,CAI Yan-yan ,SONG Lei. Superficial adsorption experiment and water adsorption corroboration for lime modified expansive soils[J]. , 2012, 33(1): 73 -77 .
[10] LIU Yu-cheng , CAO Shu-gang. Preliminary study of surface subsidence model based on theory of key rock stratum[J]. , 2012, 33(3): 719 -724 .