Prestressed Anchor Bolt Impact on The Deformation of Composite Soil Nailing

被引:0
|
作者
Wang, Dengqun [1 ]
Zhu, Yanpeng [1 ]
机构
[1] Lanzhou Univ Technol, Sch Civil Engn, Lanzhou 730050, Peoples R China
关键词
prestress; composite soil nailing; deformation; impact; construction;
D O I
10.4028/www.scientific.net/AMM.353-356.11
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Finite element software was employed to establish a model to simulate the compound soil nailing. The model simulates the process of constructing prestressed compound soil nailing. Compared the condition prestressed with no prestress, analyzed the Impact of prestress anchor on the deformation in the process of construction and the effect on axial force of soil nail. Applying prestress is able to control the horizontal displacement obviously, but has not obvious effect on vertical displacement, especially place the anchor bolt at the lower part of the slope. In the process of construction, prestress has an advance effect on the deformation of foundation pit and the axial force of soil nails near the anchor bolt.
引用
收藏
页码:11 / 15
页数:5
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