DEFORMATION BEHAVIOR OF COMPOSITE FOUNDATION UNDER HORIZONTAL LOADING

Liu Zhigang; Wang Qizhi; Peng Shengen

doi:10.13204/j.gyjz200502017

Volume 35 Issue 2

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(2): 60-63

Liu Zhigang, Wang Qizhi, Peng Shengen. DEFORMATION BEHAVIOR OF COMPOSITE FOUNDATION UNDER HORIZONTAL LOADING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 60-63. doi: 10.13204/j.gyjz200502017

Citation:

Liu Zhigang, Wang Qizhi, Peng Shengen. DEFORMATION BEHAVIOR OF COMPOSITE FOUNDATION UNDER HORIZONTAL LOADING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 60-63. doi: 10.13204/j.gyjz200502017

Liu Zhigang, Wang Qizhi, Peng Shengen. DEFORMATION BEHAVIOR OF COMPOSITE FOUNDATION UNDER HORIZONTAL LOADING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 60-63. doi: 10.13204/j.gyjz200502017

Citation:

Liu Zhigang, Wang Qizhi, Peng Shengen. DEFORMATION BEHAVIOR OF COMPOSITE FOUNDATION UNDER HORIZONTAL LOADING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 60-63. doi: 10.13204/j.gyjz200502017

PDF( 0 KB)

DEFORMATION BEHAVIOR OF COMPOSITE FOUNDATION UNDER HORIZONTAL LOADING

doi: 10.13204/j.gyjz200502017

1.
1. Department of Civil Engineering Architceure and Environment Collage,Sichuan University Chengdu 610065;
2.
2. Southwest Reconnaissance and Design Institute of Nuclear Industry Chengdu 610021

Received Date: 2004-05-21
Publish Date: 2005-02-20

Abstract

Abstract

This article adopts the finite-element method to analyze, in a three dimensional way, the deformation behaviour of the single pile of the composite foundation under the effect of horizontal loading.Through the numerical analysis, the distribution rules of the horizontal displacement of the axis of the pile are got;and the position where the fracture of the pile may most probably appear is found.
- composite foundation,
- horizontal loading,
- numerical analysis,
- matting layer

FullText(HTML)

References(5)

References

[2] 吴春林,闫明礼,等.CFG桩及其复合地基水平荷载作用下的性状.工程勘察.1996,18(4):18～21

闪黎.粉喷桩复合地基水平荷载原型试验研究.水利水电技术,1998,29(5):3～7

[3] 葛忻声,龚晓南,等.长短桩复合地基有限元分析及设计计算方法探讨.建筑结构学报,2003,24(4):91～96

[4] 李宁,韩煊.褥垫层对复合地基承载机理的影响.土木工程学报,2001,34(4):68～83

[5] 郑东明,邓安福,等.CFG桩复合地基褥垫层效用的有限元分析.地下空间,1999,19(2):89～92

Relative Articles

[1]	WANG Qitong, SONG Shenyou, CHEN Weile, XIA Fengyong, CHEN Zhuojie. Study on Cushion Effect of Cement-Mixing-Pile Composite Foundation[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 211-215. doi: 10.13204/j.gyjzG22082308
[2]	ZHANG Beibei, WU Tingliang, WANG Yusong, JIN Mingchao. Stability Analysis on Foundation Treatment for a Transverse Karst Cave in Guiyang[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 133-139. doi: 10.13204/j.gyjzG21032405
[3]	LI Tianbao, XU Jiapei, LIU Kaifu. EFFECT OF RIGID PILES ON BEARING PROPERTIES OF COMPOSITE FOUNDATION WITH GEOGRID-REINFORCED CUSHIONS SUPPORTED WITH PILES SUBJECTED TO CYCLIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 137-142. doi: 10.13204/j.gyjzG20112307
[4]	Zhang Henian, Long Gang, Chen Kaixiang, Wu Jinjin. ANALYSIS OF BEARING CHARACTERISTICS AND PILE GROUP EFFECT OF PHC PIPE PILE UNDER THE ACTION OF HORIZONTAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 110-115. doi: 10.13204/j.gyjz201508020
[5]	Qin Jianjian, Che Jialing, Dong Pan, Wang Jing, Zhang Jun. STABILITY ANALYSIS OF COUPLER STEEL TUBE FALSEWORK UNDER DOUBLE-DIRECTION LOAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 47-50,54. doi: 10.13204/j.gyjz201002011
[6]	Zhang Huile, Liu Jianguo, Zhang Huidong, Guo Dongmei, Zhao Yanfei. FINITE ELEMENT ANALYSIS OF BEARING CAPACITY AND FAILURE MECHANISM OF HORIZONTAL JET GROUTING ARCH[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 66-69,104. doi: 10.13204/j.gyjz201009017
[7]	Ji Maowei, Gao Yongtao, Cheng Ziqiao, Wu Shunchuan, Liu Yang. NUMERICAL SIMULATION ON THE REINFORCING EFFECT OF THE TOP-EXTEBDED CFG PILE COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 73-77,115. doi: 10.13204/j.gyjz201001019
[8]	Li Jiuyang, Wang Ying, Liu Na. FINITE ELEMENT ANALYSIS OF DISPLACEMENT OF COMPLEX WALL CLADDING IN HORIZONTAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 87-89,122. doi: 10.13204/j.gyjz201012022
[9]	Li Chuanxun, Xie Kanghe, Lu Mengmeng, Yu Kun. THE CRITICAL EDGE LOAD OF COMPOSITE GROUND REINFORCED BY STONE COLUMNS UNDER RIGID FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 62-66. doi: 10.13204/j.gyjz200910016
[10]	Zhao Liping, Xiang Li, Lu Chen, Han Shilin. ANALYSIS OF BEARING LOAD CHARACTERISTIC OF SQUEEZED BRANCH AND PLATE PILE GROUP FOUNDATION UNDER LATERAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 52-56. doi: 10.13204/j.gyjz200910014
[11]	Wang Aimin, Yao Qianfeng, Wu Minzhe. NONLINEAR NUMERICAL ANALYSIS OF INFLUENCE OF FILLED-BLOCK ON BEHAVIOR OF MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 9-13. doi: 10.13204/j.gyjz200801003
[12]	Yang Tao, Li Guowei. FIELD TESTS ON PILE2SOIL STRESS RATIO OF CEMENT2SOIL MIXED PILE COMPOSITE GROUND UNDER EMBANKMENT[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 64-67. doi: 10.13204/j.gyjz200802018
[13]	Zhang Yanmei, Zhang Xudong, Zhang Hongru. NUMERICAL SIMULATION OF ANTI2LIQUEFACTION CHARACTERISTIC OF STONE COLUMNS COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 59-63. doi: 10.13204/j.gyjz200802017
[14]	Yang Tao, Li Guo-wei. NUMERICAL ANALYSIS OF CONSOLIDATION BEHAVIOR OF COMPOSITE GROUNDWITH UNDRAINED PILES UNDER EMBANKMENT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 61-63,93. doi: 10.13204/j.gyjz200711016
[15]	Xu Biao, Wang Qi-zhi. DEFORMATION PROPERTY OF PILE GROUP COMPOSITE FOUNDATION IN LAYERED SOIL SUBJECTED TO A HORIZONTAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 88-92. doi: 10.13204/j.gyjz200712021
[16]	Zheng Gang, Zhang Hui-dong, Liu Shuang-ju. ANALYSIS OF INTERACTION OF PILES AND SOIL ABOUT PILED CAP (FOUNDATION) WITH DIFFERENT CONNECTION BETWEEN PILE TOP AND CAP (FOUNDATION)[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 65-69,5. doi: 10.13204/j.gyjz200606019
[17]	Fan Weixia, Zhou Jian, Yu Yanan, Liu Keping. STUDY ON COEFFICIENT B IN BEARING CAPACITY FORMULA OF CFG PILE COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 71-75. doi: 10.13204/j.gyjz200603019
[18]	Li Haifang, Gong Xiaonan, Wen Xiaogui. ANALYSIS OF DISPLACEMENT IN DIFFERENT DEPTH OF LOW-STRENGTH PILE COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 47-49. doi: 10.13204/j.gyjz200501014
[19]	Zhu Yanzhi, Wang Junlin. NUMERICAL SIMULATION OF ELASTOPLASTIC SEISMIC RESPONSE FOR COMPOSITE FOUNDATION TAKING ACCOUNT OF ANISOTROPY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 45-48,10. doi: 10.13204/j.gyjz200506013
[20]	Wang Ruifang, Lei Xuewen. NUMERICAL ANALYSIS OF STRESS AND SETTLEMENT LAW OF RIGID PILES COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 49-53. doi: 10.13204/j.gyjz200411013