SIMPLIFICATION CALCULATION OF COMPOSITE PILE-SOIL STRESS RATIO OF COMPOSITE FOUNDATION OF RIGID PILE WITH CAP

Lei Jinbo

doi:10.13204/j.gyjz201005015

Volume 40 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(5): 74-78,81

Zhao Xianzhong, Jiang Xiaoying, Zhao Zhaoyi. GLOBAL STABILITY ANALYSIS ON SINGLE-LAYER RETICULATED CYLINDRICAL SHELLS OF CHENGDU AIRPORT TERMINALS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 61-63. doi: 10.13204/j.gyjz200407017

Citation:

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

Citation:

PDF( 0 KB)

SIMPLIFICATION CALCULATION OF COMPOSITE PILE-SOIL STRESS RATIO OF COMPOSITE FOUNDATION OF RIGID PILE WITH CAP

doi: 10.13204/j.gyjz201005015

Lei Jinbo^1,2

1.
1. School of Civil and Architecture,Nanchang Hangkong University,Nanchang 330063,China;
2.
2. Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China

Received Date: 2009-11-23
Publish Date: 2010-05-20

Abstract

Abstract

Based on the documentation [1],the implicity calculation formula of composite pile-soil stress ratio was simplified by analyzing the deformation character of composite foundation of rigid pile with cap and taking no account of the compression deformation of composite pile,the explicit calculation formula also was deduced for the composite foundation of end bearing pile with cap and friction pile with cap,the settlement calculation formula was obtained according to the mode of soil besides pile cap for composite foundation of rigid pile with cap. At last,by comparing the calculation results with those form documentation [1],it was verified that the feasibility and effectivence of the calculation method.
- composite foundation of rigid pile with cap,
- composite pile-soil stress ratio,
- soil besides composite pile,
- simplification calculation

FullText(HTML)

References(10)

References

[2] 江苏省交通基础技术工程研究中心. 沪宁高速公路路基拓宽综合处理技术研究成果总结报告[R]. 南京:江苏省交通基础技术工程研究中心，2004.

雷金波，姜弘道，郑云扬，等. 带帽桩复合地基复合桩土应力比的计算及影响因素分析[J]. 岩土工程学报，2005，27(11) :1300-1305.

[3] 龚晓南. 复合地基理论及工程实践[M]. 二版. 北京:中国建筑工业出版社，2006.

[4] 朱世哲，徐日庆，杨晓军，等. 带垫层刚性桩复合地基桩土应力比的计算与分析[J]. 岩土力学，2004，25(5) :814-817.

[5] 董必昌，郑俊杰. CFG 桩复合地基沉降计算方法研究[J]. 岩石力学与工程学报，2002，21(7) :1084-1086.

[6] 伊尧国，全志利，周长青. 软土地区桩体复合地基沉降变形与稳定性分析[J]. 天津城市建设学院学报，2001，7(4):252-257.

[7] 郭忠贤，霍达. 刚性桩复合地基桩土应力比计算及承载特性分析[J]. 岩土力学，2006，27( 增刊) :797-802.

[8] 郭院成，李明宇. 长短桩复合地基桩土应力比的力学计算方法[J]. 公路交通科技，2009，26(2) :37-41.

[9] 郑俊杰，王熹，陈保国. 加筋路堤下桩式复合地基的桩土应力[J]. 华中科技大学学报:城市科学版，2007，24(2) :5-8.

[10] 折学森. 软土地基沉降计算[M]. 北京: 人民交通出版社，1998.

Relative Articles

[1]	LIU Bin, YANG Jiaqi, LIU Tianqiao, HU Lili, FENG Peng. Finite Element Analysis of Reinforced Concrete Beams Strengthened with Prestressed CFRP Plates with High Ductility[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 72-80. doi: 10.3724/j.gyjzG23111328
[2]	YU Jing, JIA Huifang, ZHANG Hui. Experimental Study on Seismic Performance and Shear Capacity of Hybrid Fiber Concrete Coupling Beam[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 80-87. doi: 10.13204/j.gyjzG22070115
[3]	WANG Weiyong, YANG Qibo, LIANG Zhanshuo, OU Ying, JIANG Xianchun. Seismic Response of the Joint Between Steel Truss Concrete Composite Shear Wall and Steel Coupling Beam[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 39-48. doi: 10.13204/j.gyjzG22040401
[4]	DU Xinxi, LI Changzheng, YUAN Huanxin, ZHANG Fan, GAN Shixin. Research on Flexural Performances of Sinusoidal Corrugated Steel-Reinforced Concrete Beams[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 158-163,131. doi: 10.13204/j.gyjzG21042009
[5]	WANG Weiling, KOU Jialiang, PAN Haibo. An Experimental Study on Flexural Property of Damaged Concrete Beams Reinforced with High Ductile Concrete[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 161-167,228. doi: 10.13204/j.gyjzG22030414
[12]	Deng Mingke, Qin Meng, Liang Xingwen. EXPERIMENTAL STUDY OF COMPRESSIVE BEHAVIOR OF ENGINEERED CEMENTITIOUS COMPOSITES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 120-126. doi: 10.13204/j.gyjz201504023
[13]	Yang Zhong Ye Xianguo, . STUDY OF SEISMIC PERFORMANCE OF ULTRAHIGH TOUGHNESS CEMENTITIOUS COMPOSITE COUPLING BEAMS WITH SMALL SPAN-DEPTH RATIO[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 79-83. doi: 10.13204/j.gyjz201510015
[14]	Wang Peng, Shi Qingxuan, Wang Feng, Wang Qiuwei, Zheng Xiaolong, Wang Bin. STUDY OF MODE OF ENERGY DISSIPATION AND DAMAGE OF SRC FRAME-RC CORE WALL STRUCTURES UNDER STRONG EARTHQUAKE ACTIONS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 91-98. doi: 10.13204/j.gyjz201508017
[15]	Zhang Kebo, Zhang Jianren, Peng Hui, Gui Cheng. ANALYSIS OF CROSS-SECTION DUCTILITY OF CORRODED RC RECTANGULAR BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 21-26. doi: 10.13204/j.gyjz201006006
[16]	Zhu Yong, Su Qiliang, Zhou Yun. EFFECTS ON SEISMIC STRENGTHENING OF COUPLING BEAMS WITH OR WITHOUT BOLT CONNECTIONS IN BEAM SPAN[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 42-44,38. doi: 10.13204/j.gyjz200912012
[17]	Zhou Lincong, Chen Longzhu, Chen Xiaobao. SIMPLE JUDGEMENT OF FAILURE MODE AND SAFE STATE OF COUPLING BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 38-40. doi: 10.13204/j.gyjz200603010