Parametric numerical analyses of soil nailing systems

被引：0
|
作者：
Ehrlich, M
Almeida, MSS
Lima, AM
机构：
来源：
EARTH REINFORCEMENT, VOL 1 | 1996年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Parametric finite element studies of a 15m wide 10m deep excavation supported by a nail system are presented. The purpose of the paper is to investigate the most important factors influencing a soil nailing excavation performed in stages. The key features of a soil nailing system - soil removal, nail placement and face wall installation - have been duely incorporated in the numerical analyses.
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收藏
页码：747 / 752
页数：6
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