摘要
运用有限元软件分别分析了传统的钢锚杆、玻璃纤维锚杆作为系统锚杆后的隧道初期支护的力学行为,得出了相关的力学参数,从而达到了两种不同锚杆进行力学对比的目的,并说明了玻璃纤维锚杆取代传统锚杆在力学上的可行性。
The mechanical behavior of tunnel initial support after traditional steel anchor and glass fiber anchor as systemic anchor were analyzed respectively using finite element software,and the relative mechanical parameters were got,so as to reach the aim of mechanical comparison between the two different anchors,and show the feasibility in mechanics of glass fiber anchor replacing traditional anchor.
出处
《山西建筑》
2010年第10期315-316,共2页
Shanxi Architecture
关键词
隧道工程
玻璃纤维锚杆
初期支护
数值模拟
tunnel engineering
glass fiber anchor
initial support
numerical simulation
