PRELIMINARY DESIGN METHOD FOR SHALLOW TUNNEL.

被引:0
|
作者
Matsumoto, Yoshiji
Nishioka, Takashi
Sano, Kazushi
机构
关键词
CONCRETE CONSTRUCTION - Shotcreting - SOLIDS - Elasticity - STRUCTURAL DESIGN - Stresses;
D O I
10.2208/jscej.1988.394_105
中图分类号
学科分类号
摘要
In the previous paper the authors proposed the design formula for deep tunnels neglecting gravitational force. In this paper, an analytical solution for shallow tunnel under the action of gravity is presented. The assumption is taken as a cylindrical tunnel supported by shotcrete and rock bolts in a shallow elastic solid. The theoretical results are applied easily to the preliminary design method of shallow tunnel supported by shotcrete and rock bolts.
引用
收藏
页码:105 / 114
相关论文
共 50 条