RESEARCH AND COMPARATION OF MECHANICAL BEHAVIORS OF COMPOSITE FOUNDATION WITH RIGID PILES AND THE ONE WITH FLEXIBLE PILES BY 3-D FEM

Duan Yonghui; Xiao Zhaoran; Zhang Zhao

doi:10.13204/j.gyjz200602016

Volume 36 Issue 2

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(2): 54-56

Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004

Citation:

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

Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004

Citation:

PDF( 0 KB)

RESEARCH AND COMPARATION OF MECHANICAL BEHAVIORS OF COMPOSITE FOUNDATION WITH RIGID PILES AND THE ONE WITH FLEXIBLE PILES BY 3-D FEM

doi: 10.13204/j.gyjz200602016

1.
1 College of Civil Engineering,Henan University of Technology Zhengzhou 450052;
2.
2 Department of Geotechnical Engineering,Tongji University Shanghai 200092

Received Date: 2005-08-16
Publish Date: 2006-02-20

Abstract

Abstract

The mechanical properties of composite foundation with rigid piles and the one with flexible piles are analyzed using FEM software ANSYS, whose load transfer modes are also studied, which are compared to that of a pile foundation. Through calculation, it is analyzed the effect of changes in shaft modulus and modulus of underlying stratum on load distribution of the shaft. The analytic results show that the load transfer mode of the composite foundation with rigid piles is fully different from that of the one with flexible piles.
- composite pile foundation,
- pile foundation,
- finite element,
- mechanical behavior,
- analysis and comparation

FullText(HTML)

References(5)

References

[2] 刘杰,张可能.柔性基础下群桩复合地基荷载传递规律及计算.岩土力学,2003,24(2):178-182

龚晓南.复合地基理论及其在高层建筑中的应用.土木工程学报,1999,32(6)

[3] 陈晓平,邢仲星.复合地基中桩土应力数值分析.工业建筑,2001,31(11):5-8

[4] 池跃君,高文新,金淮,等.刚性桩复合地基应力场分布的试验研究.岩土力学,2003,24(1):339-343

[5] 李宁.桩复合地基加固机理数值试验研究.岩土力学,1999,20(4):42-49

Relative Articles

[1]	ZHAO Qiu, CHEN Peng, LIN Zhiping, ZHANG Junchao. A Calculation Method of Overall Stability for Flat Plate Stiffened Panels Under Compression[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 138-146. doi: 10.3724/j.gyjzG22020911
[2]	PENG Daibin, LIU Zhanke. Research on Critical Moment of Lateral Restrained Beams Under End Moments[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 144-150. doi: 10.13204/j.gyjzG20082506
[3]	WANG Yuwei, GUO Yanlin, WANG Mengzheng. RESEARCH PROGRESS OF CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE COMPOSITE WALLS WITH T-SECTION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 181-188. doi: 10.13204/j.gyjzG21052612
[4]	Sun Defa. ANALYSIS OF EFFECTIVE SECTION OF COLD-FORMED THIN-WALL LIPPED CHANNEL PURLINS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 131-135. doi: 10.13204/j.gyjz201502027
[5]	Du Huilin, Tong Genshu, Song Changyong, Zhang Lei. TORSIONAL RESTRAINTS OF CORRUGATED SHEETING TO PURLIN THROUGH SLIPPABLE CLIPS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 34-41. doi: 10.13204/j.gyjz201304007
[6]	Tong Genshu, Wu Qiang, Zhang Lei. BENDING AND TWISTING ABOUT A CONSTRAINED AXIS OF C-SECTION PURLINS WITH ONE SAG ROD AT MIDSPAN[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 12-20. doi: 10.13204/j.gyjz201312002
[7]	Tong Genshu, Wu Qiang, Zhang Lei. BENDING AND TWISTING ABOUT A CONSTRAINED AXIS OF Z-SECTION PURLINS WITH ONE SAG ROD AT MIDSPAN[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 1-11. doi: 10.13204/j.gyjz201312001
[8]	Wu Qiang, Tong Genshu, Zhang Lei. ANALYSIS OF TWISTING ABOUT UPPER FLANGE OF C-SECTION PURLIN WITH TWO SAG RODS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 21-25. doi: 10.13204/j.gyjz201312003
[9]	Yan Xiaoxiao, Zhang Lei, Tong Genshu. STABILITY OF DOUBLY SYMMETRIC I-SECTIONAL CANTILEVERS WITH DIFFERENT BOUNDARY CONDITIONS AT TIP[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 13-18. doi: 10.13204/j.gyjz201304003
[10]	Tong Genshu. EFFICIENCY OF SAG RODS AS LATERAL SUPPORTS FOR STABILITY OF PURLINS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 52-56,65. doi: 10.13204/j.gyjz201312008
[11]	Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF C-PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 34-37,11. doi: 10.13204/j.gyjz201312005
[12]	Wang Yuanqing, Yuan Huanxin, Shi Yongjiu, Yang Lu. RESEARCH ADVANCES IN STABILITY OF STAINLESS STEEL STRUCTURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 1-11. doi: 10.13204/j.gyjz2011205001
[13]	Song Guang, Song Erxiang, Liu Jianguo. RELATIONSHIP BETWEEN GLOBAL STABILITY AND LOCAL STABILITY ANALYSIS OF SOIL NAILING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 46-52. doi: 10.13204/j.gyjz201212011
[14]	Ban Huiyong, Shi Gang, Shi Yongjiu, Wang Yuanqing. EFFECT OF INITIAL IMPERFECTIONS ON OVERALL BUCKLING BEHAVIOR OF HIGH STRENGTH STEEL COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 37-45,50. doi: 10.13204/j.gyjz201201007
[15]	Tong Genshu, Wu Qiang. NOTIONAL LOAD ON BOTTOM FLANGE IN STRENGTH CALCULATION OF Z- SHAPED CROSS SECTION PURLIN[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 136-142. doi: 10.13204/j.gyjz201204028
[16]	Tong Genshu, Shao Feng. TORSIONAL RESTRAINT ON PURLINS BY CORRUGATED STEEL SHEET[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 111-115,134. doi: 10.13204/j.gyjz201003025
[17]	Nie Shaofeng, Wang Wenke, Zhou Tianhua, He Baokang. STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH COLD-FORMED STEEL CONTINUOUS HAT SECTION PURLIN[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 92-94,91. doi: 10.13204/j.gyjz200907025
[18]	Wang Xintang, Ji Yao, Wang Jianping. COMPUTATION OF BUCKLING LOAD OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 82-86. doi: 10.13204/j.gyjz200804021
[19]	Zhang Ailin, Liu Xuechun, Ge Jiaqi, Zhang Baoqin, Zhang Xiaofeng. STABILITY ANALYSIS OF SUSPEND-DOME OF BADMINTON GYMNASIUM FOR 2008 OLYMPIC GAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 8-11,46. doi: 10.13204/j.gyjz200701003
[20]	Zhang Yang, Zhang Yaochun. IN-PLANE GLOBAL STABILITY OF SPACE LATTICE TILTED COLUMN FRAME OF TRIANGLE SECTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 71-74. doi: 10.13204/j.gyjz200503025