FIELD EXPERIMENT ON DYNAMICS CHARACTERS OF LONG-SHORT-PILE COMPOSITE FOUNDATION

Guo Yuancheng; Li Mingyu; Wang Junli; Zhou Tonghe

doi:10.13204/j.gyjz200705014

Volume 37 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(5): 53-56

GONG Fuyuan, HUANG Zhe, PAN Zuanfeng, ZHAO Yuxi, ZENG Bin. Multi-Physics and Multi-Scale Analysis of Prestress Loss and Deflection in Large-Scale Structures Under the Influence of Environmental Humidity[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 21-30. doi: 10.3724/j.gyjzG24090902

Citation:

Guo Yuancheng, Li Mingyu, Wang Junli, Zhou Tonghe. FIELD EXPERIMENT ON DYNAMICS CHARACTERS OF LONG-SHORT-PILE COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 53-56. doi: 10.13204/j.gyjz200705014

Citation:

PDF( 0 KB)

FIELD EXPERIMENT ON DYNAMICS CHARACTERS OF LONG-SHORT-PILE COMPOSITE FOUNDATION

doi: 10.13204/j.gyjz200705014

1.
1 College of Civil Engineering,Zhengzhou University Zhengzhou 450002;
2.
2 Comprehensive Design Institute,Zhengzhou University Zhengzhou 450002

Received Date: 2006-08-18
Publish Date: 2007-05-20

Abstract

Abstract

Recently,long-short-pile composite foundation as a new type of composite foundation is developed.But theoretical study and experience still need to be discussed deeply.A field experiment on long-short-pile composite foundation with prestressed high strength concrete(PHC) pile was carried out.The magnitude of the stress between pile and soil,pile-soil stress ratio,pile-soil load-sharing ratio and settlement and their variation with the load under rigid foundation or flexible foundation were measured and comparably analyzed.The research production can provide valuable reference for the theoretical study and optimization design of long-short-pile composite foundation.
- long-short-pile composite foundation,
- pile-soil stress ratio,
- pile-soil load-sharing ratio,
- rigid foundation,
- flexible foundation

FullText(HTML)

References(8)

References

龚晓南.复合地基.杭州:浙江大学出版社,1992

[2] Boulanger R W,Curras J C,Kutter B L,et al.Seismic Soil-Pile-Structure Interaction Experiments and Analyses.J Geotech Geoenviron Engng,1999,125(9):750-759

[3] 吴慧明.不同基础下复合地基性状研究:[博士学位论文].杭州:浙江大学,2000

[4] 陈强,黄志义,左人宇,等.组合型复合地基的特性及其FEM模型研究.土木工程学报,2001,34(1):50-55

[5] Comodromos E,Anagnostopoulos C,Georgiadis M.Numerical Assessment of Axial Pile Group Response Based on Load Test.Comput Geotech,2003,30(6):505-515

[6] 刘吉福.路堤下复合地基桩、土应力比分析.岩石力学与工程学报,2003,22(4):674-677

[7] 池跃君,宋二祥,陈肇元.刚性桩复合地基在不同荷载下桩土分担特性.天津大学学报,2003,36(3):359-363

[8] 李国维,杨涛.柔性基础下复合地基桩土应力比现场试验研究.岩土力学,2005,26(2):265-269

Relative Articles

[1]	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
[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
[5]	Peng Shuguang, Lian Feng. EXPERIMENTAL STUDY ON BEARING MECHANISM OF PILE-NET COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 109-114. doi: 10.13204/j.gyjz201106023
[6]	LüWenzhi, Li Chunzhi, Yu Jianlin, Liu Chao. STUDY ON THE SETTLEMENT LAW OF THE COMPOSITE GROUND UNDER A FLEXIBLE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 58-65,57. doi: 10.13204/j.gyjz201009016
[7]	Lei Jinbo. SIMPLIFICATION CALCULATION OF COMPOSITE PILE-SOIL STRESS RATIO OF COMPOSITE FOUNDATION OF RIGID PILE WITH CAP[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 74-78,81. doi: 10.13204/j.gyjz201005015
[8]	Qiang Xiaojun, Wan Changhong, Jiang Huihuang. ANALYSIS AND COMPARISON OF MODEL TEST REINFORCED EMBANKMENT BY PILE NET WITH PILE CAP[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 75-80. doi: 10.13204/j.gyjz200905016
[9]	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
[10]	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
[11]	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
[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]	Cao Ming, Chen Longzhu, Chen Shengli, Zheng Jianguo. AN INTEGRAL EQUATION APPROACH AND PARAMETRIC ANALYSIS OF A FOUNDATION WITH LONG-SHORT-PILE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 48-52. doi: 10.13204/j.gyjz200705013
[14]	Qi Le, Shi Jian-yong. RESEARCHES ON DISTRIBUTION OF FRICTIONAL RESISTANCE AND EFFECTIVE LENGTH OF FLEXIBLE PILE UNDER RIGID FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 68-70,84. doi: 10.13204/j.gyjz200711018
[15]	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
[16]	Duan Yonghui, Xiao Zhaoran, Zhang Zhao. RESEARCH AND COMPARATION OF MECHANICAL BEHAVIORS OF COMPOSITE FOUNDATION WITH RIGID PILES AND THE ONE WITH FLEXIBLE PILES BY 3-D FEM[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 54-56. doi: 10.13204/j.gyjz200602016
[17]	Yang Suchun. RESEARCH ON THICKNESS OF CUSHION AND PILE- SOIL STRESS RATIO OF CFG PILE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 44-47. doi: 10.13204/j.gyjz200406015
[18]	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