Finite Element Analysis of Composite Soil-nail Retaining Structure in Foundation Pit Engineering

被引:1
作者
Huang Jianhua [1 ]
机构
[1] Fujian Univ Technol, Dept Civil Engn, Geotech & Environm Engn Inst, Fuzhou, Peoples R China
来源
PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5 | 2012年 / 204-208卷
关键词
composite soil nailing; foundation pit support; pre-reinforced micro pile; optimization simulation;
D O I
10.4028/www.scientific.net/AMM.204-208.163
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Base on general three dimension nonlinear numerical simulation software, mechanism of composite soil-nail retaining structures in foundation-pit engineering are analyzed in this paper. Research contents include construction process simulation of excavation by steps, soil nailing installation and panel manufacture etc. Tension distribution range of soil layer, bottom heaving in the pit and axial force distribution along nail etc. are analyzed through the comparison of mechanical characteristics between computational results and field test data in the case of micro pile composite soil-nail support engineering. The action mechanism and working performance of composite soil-nail retaining support are also systematically studied and theoretical basis can be provided in optimal design, popularization and application.
引用
收藏
页码:163 / 167
页数:5
相关论文
共 9 条
[1]  
ANG Yuanyuan, 2006, J ENG GEOLOGY, V02, P271
[2]  
Chen Z.Y., 2000, APPL SOIL NAIL REINF
[3]  
Guo HX, 2008, ROCK SOIL MECH, V29, P2463
[4]  
Ming-ju ZHANG., 1999, CHINA CIVIL ENG J, V32, P59
[5]  
Qin SQ, 2005, ROCK SOIL MECH, V26, P1356
[6]  
QIU Yue, 2001, GEOTECHNICAL INVESTI, P1
[7]  
Song E.X, 1996, ENG INVESTIGATION, V2, P1
[8]  
Song Erxiang, 2001, ROCK SOIL MECH, V22, P241
[9]  
[伍俊 Wu Jun], 2005, [岩土工程学报, Chinese Journal of Geotechnical Engineering], V27, P388