ANALYSIS OF DISPLACEMENT IN DIFFERENT DEPTH OF LOW-STRENGTH PILE COMPOSITE FOUNDATION

Li Haifang; Gong Xiaonan; Wen Xiaogui

doi:10.13204/j.gyjz200501014

Volume 35 Issue 1

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(1): 47-49

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

Citation:

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

Citation:

PDF( 0 KB)

ANALYSIS OF DISPLACEMENT IN DIFFERENT DEPTH OF LOW-STRENGTH PILE COMPOSITE FOUNDATION

doi: 10.13204/j.gyjz200501014

1.
1. Department of Geotechnical Engineering,China Institute of Water Reso urces and Hydropower Research Beijing 100044;
2.
2. Institute of Geotechnical Engineering,Zhejiang University Hangzhou 310027

Received Date: 2004-08-13
Publish Date: 2005-01-20

Abstract

Abstract

The observed displacement in different depth of a composite foundation with low-strength piles under embankment is analyzed.According to the settlement in dif ferent depth, major compressive deformation develops in area nearby stabilized l ayer bottom.As pile length increases the area increases.Lateral displacement in different depth decreases as the depth increases and it gets slow down gradually .
- geotechnical engineering,
- composite foundations,
- ettlement in different depth,
- lateral displacement

FullText(HTML)

References(8)

References

潘纪顺,刘志伟,姬计法,等.CFG桩复合地基承载性状现场试验研究.地质与勘探,2001(4):92～94

[2] 郭忠贤,耿建峰,杨志红.刚性桩复合地基的现场试验研究.勘察科学技术,2001(1):7 ～11

[3] 化建新,董长和,孙东晖.CFG桩垫层效应研究.岩土工程技术,1998(1):48～50

[4] 池跃君,沈伟,宋二祥.垫层破坏模式的探讨及其与桩土应力比的关系.工业建筑,200 1,31(11):9～11

[5] 池跃君,宋二祥,高文新,等.刚性复合地基承载及变形特性试验研究.中国矿业大学学报,2002(3):237～241

[6] 毛前,龚晓南.桩体复合地基柔性垫层的效用研究.岩土力学,1998(2):67～73

[7] 吴慧明,龚晓南.刚性桩基础与柔性基础下复合地基模型试验对比研究.土木工程学报,2 001(5):81～83

[8] 马时冬.水泥搅拌桩复合地基桩土应力比测试研究.土木工程学报,2002(2):48～51

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]	CHEN Tianlei, NIU Mengshi, XIE Sa. DESIGN PARAMETERS OF SDS-PILE COMPOSITE FOUNDATION IN SELF-WEIGHT COLLAPSIBLE LOESS FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 16-21. doi: 10.13204/j.gyjz202006004
[3]	Yang Tao, Wan Yihao, He Desheng. STATE THE ART OF CONSOLIDATION THEORY FOR COMPOSITE GROUND[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 152-155. doi: 10.13204/j.gyjz201501031
[4]	Wu Lichun, Wang Houxing, Yin Qingfang. EFFECTS OF RAMMING ENERGY OF DYNAMIC CONSOLIDATION ON THE IMPROVEMENT OF SATURATED HYDRAULIC FILL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 128-132. doi: 10.13204/j.gyjz201201024
[5]	Li Ran, Chu Xuesong, Li Liang, Yu Guangming. THE OPTIMIZATION PROBLEMS APPLICABLE TO SLOPE STABILITY ANALYSIS USING LIMIT EQUILIBRIUM METHOD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 82-85,90. doi: 10.13204/j.gyjz201008019
[6]	Lu Mengmeng, Xie Kanghe, Li Ying, Zhang Zhiqing. ANALYTICAL SOLUTION FOR THE CONSOLIDATION OF A COMPOSITE FOUNDATION CONSIDERING THE CONSTRUCTION DISTURBANCE UNDER PROGRESSIVE LOADING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 56-60,73. doi: 10.13204/j.gyjz200907017
[7]	LüWenzhi, Yu Jianlin, Zheng Wei, Gong Xiaonan, Jing Zijing. STUDY OF ANALYTIC SOLUTION OF COMPOSITE GROUND UNDER FLEXIBLE FOUNDATION BASED ON SUPER-SUB STRUCTURE INTERACTION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 77-83. doi: 10.13204/j.gyjz200904018
[8]	Yang Qingguang, Zhang Keneng, Liu Jie. EXPERIMENT ON BEARING CHARACTERISTICS OF LONG-SHORT CEMENT-SOIL PILES COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 72-74105. doi: 10.13204/j.gyjz200803020
[9]	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
[10]	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
[11]	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
[12]	Song Fa, Yang Song. ENGINEERING PRACTICE OF TREATING MULTIPLE COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 19-21. doi: 10.13204/j.gyjz200704006
[13]	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
[14]	Zhao Honghua, Han Xuanjiang. DEFORMATION STUDY ON COMPOSITE FOUNDATION WITH CEMENT MIXING PILES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 63-65. doi: 10.13204/j.gyjz200706016
[15]	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
[16]	Zhang Li-hua, Cai Mei-feng, Niu Qing-lian. WEIBULL MODEL FOR PREDICTING THE DEFORMATION OF THE COMPLETE PROCESS OF SETTLEMENT OF COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 54-56. doi: 10.13204/j.gyjz200610015
[17]	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
[18]	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
[19]	Lei Jinbo, Sun Yeqing, Zou Qun, Liu Fangquan. NUMERICAL SIMULATION OF DISPLACEMENT FIELD FOR RIGID PILES WITH CAP COMPOSITE FOUNDATION UNDER THE EMBANKMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 64-66,99. doi: 10.13204/j.gyjz200511019
[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