FINITE ELEMENT ANALYSIS OF RIGID PILE COMPOSITE FOUNDATION UNDER HORIZONTAL LOAD

Liu Guanglei; Song Erxiang

doi:10.13204/j.gyjz200411011

Volume 34 Issue 11

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(11): 41-44,26

Qian Ziwei, Jiang Zhenquan, Cao Liwen. RESEARCH AND APPLICATION OF PENETRATION RADIUS CALCULATION METHOD FOR PERMEATION GROUTING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 100-104. doi: 10.13204/j.gyjz201207016

Citation:

Liu Guanglei, Song Erxiang. FINITE ELEMENT ANALYSIS OF RIGID PILE COMPOSITE FOUNDATION UNDER HORIZONTAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 41-44,26. doi: 10.13204/j.gyjz200411011

Citation:

Liu Guanglei, Song Erxiang. FINITE ELEMENT ANALYSIS OF RIGID PILE COMPOSITE FOUNDATION UNDER HORIZONTAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 41-44,26. doi: 10.13204/j.gyjz200411011

PDF( 0 KB)

FINITE ELEMENT ANALYSIS OF RIGID PILE COMPOSITE FOUNDATION UNDER HORIZONTAL LOAD

doi: 10.13204/j.gyjz200411011

1.
Department of Civil Engineering,Tsinghua University Beijing 100084

Received Date: 2004-06-17
Publish Date: 2004-11-20

Abstract

Abstract

The behavior of rigid pile composite foundation under horizontal load is analyzed by using elastoplastic finite element method. It is investigated that the effects of different design parameters on the horizontal forced behavior of the composite foundation, with which the distribution law of internal forces along pile subjected to horizontal load is also obtained. Calculations show that vertical load at proper level will enhance the horizontal load bearing capacity of composite foundation. Due to the effect of the cushion layer in the composite foundation, the horizontal load transferred to piles will be decreased and the pile will be safer.
- rigid pile,
- composite foundation,
- horizontal load bearing capacity

FullText(HTML)

References(8)

References

[2] 龚晓南.复合地基理论及工程应用.北京:中国建筑工业出版社,2002

阎明礼,张东刚.CFG桩复合地基技术及工程实践.北京:中国水利水电出版社,2001

[3] 黄文熙.土的工程性质.北京:水利电力出版社,1983

[4] 阎明礼,等.水平荷载作用下CFG桩复合地基的性状.建筑科学,1994(4)

[5] 阎明礼,等.水泥粉煤灰碎石桩复合地基试验研究.岩土工程学报,1996(2)

[6] 池跃君.刚性桩复合地基工作性能及沉降计算方法研究:[博士学位论文].北京:清华大学,2001

[7] 徐自国.刚性桩复合地基的抗震性能研究:[硕士学位论文].北京:清华大学,2003

[8] ANSYS非线性分析指南.美国ANSYS公司北京办事处,1998

Relative Articles

[1]	CHENG Xuesong, ZHAO Linsong, PAN Jun, ZHENG Gang, JIA Jianwei, JIAO Ying. Research on Deformation Laws of Soil Caused by Grouting and Grouting Efficiency[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 171-179. doi: 10.13204/j.gyjzG22051213
[2]	ZONG Zhongling, CAO Bo, HUANG Yunhan, ZHUANG Xiaoxuan, ZHANG Kui, LIN Xiangjun. Experimental Study on Compressive Bearing Capacity of Helical Steel Grounting Pipe Piles[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 127-132. doi: 10.13204/j.gyjzG21060812
[3]	Shao Jian-jun, Zhou Wei-dong, Huang Fang, Cao Guo-ping, Li Jin-bao, Zhao Qi-ming. STRENGTHENING FOUNDATION OF TRANSMISSION LINE TOWER BY COMPACTION GROUTING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 125-127,133. doi: 10.13204/j.gyjz200712030
[4]	Zhou Hongbo. NUMERICAL SIMULATION OF THE RELATIONSHIP OF BEARING CAPACITY OF POST-GROUTING BORED PILE AND GROUTING PARAMETERS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 60-63. doi: 10.13204/j.gyjz200509016