Analysis the Settlement Calculation Methods of Combined Piles in Composite Foundation

被引:1
作者
Wang, Jun [1 ,2 ]
Ji, Hongguang [1 ]
Wang, CHuanqing [3 ]
Bai, Yun [2 ]
机构
[1] Univ Sci & Technol Beijing, State Key Lab High Efficent Min & Safety Met Mine, China Minist Educ, Beijing 100083, Peoples R China
[2] Shandong Univ Technol, Sch Architectural Engn, Zibo 255049, Shandong, Peoples R China
[3] Tianjin Coll City Construct, Dept Civil Engn, Tianjin 300384, Peoples R China
来源
FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING, PTS 1-8 | 2011年 / 71-78卷
关键词
Composite foundation; Settlement calculation; Comparison;
D O I
10.4028/www.scientific.net/AMM.71-78.28
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Settlement calculation of composite foundation is a hot field in geotechnical engineering research. In the paper with an engineering example, useing the equivalent natural settlement calculation methods and weighted modulus settlement calculation methods to calculate the settlement of composite foundations combined by CFG pile and concrete ramming enlarge pile, which compared with the practical measurement result. The results show that the errors of calculated value of the equivalent natural settlement calculation method were permitted and suitable for calculating composite foundation settlement.
引用
收藏
页码:28 / +
页数:2
相关论文
共 8 条
[1]  
Boqian Hong, 2000, J CHINA COAL, V26, P5
[2]  
CHenlongzhu, 2004, J GEOTECHNICAL ENG, V26, P167
[3]  
Gong Xiaonan, 1992, COMPOSITE FDN
[4]  
Li G., 2001, J COAL IND, V26, P258
[5]  
MingLi Yan, 1996, TCHNOLOGY FDN TREATM
[6]  
Ruiping Guo, 1997, J HUAINAN MINING I, V17, P22
[7]  
YANG Wei-hao, 1999, J GLACIOLOGY GEOCRYO, V21, P33
[8]  
YanMingLi, 2003, J GEOTECHNICAL ENG, V25, P352