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软岩单线隧道新型支护结构有限元分析
引用本文:华渊,吕宝华,周太全,连俊英. 软岩单线隧道新型支护结构有限元分析[J]. 施工技术, 2004, 33(10): 31-32
作者姓名:华渊  吕宝华  周太全  连俊英
作者单位:江南大学,江苏,无锡,214063;中铁十九工程集团公司,辽宁,辽阳,111000
摘    要:采用有限元法对由聚丙烯纤维网湿喷混凝土、锚杆和钢格栅组成的软弱围岩隧道支护结构的应力、变形等进行了分析研究。对危险截面的强度验算表明,使用该支护结构的铁路隧道硐室稳定、安全度高。

关 键 词:隧道工程  有限元方法  软弱围岩  聚丙烯纤维混凝土  支护结构
文章编号:1002-8498(2004)10-0031-02
修稿时间:2004-03-22

The Finite Element Analysis of the New Support Structure of a Soft Rock Single-line Tunnel
HUA Yuan,LV Bao-hua,ZHOU Tai-quan,LIAN Jun-ying. The Finite Element Analysis of the New Support Structure of a Soft Rock Single-line Tunnel[J]. Construction Technology, 2004, 33(10): 31-32
Authors:HUA Yuan  LV Bao-hua  ZHOU Tai-quan  LIAN Jun-ying
Affiliation:HUA Yuan~1,LV Bao-hua~2,ZHOU Tai-quan~1,LIAN Jun-ying~1
Abstract:Authors use the finite element method to analyze and study stress and deformation of the support structure of a soft adjacent rock tunnel which is built with polypropylene fiber mesh wet_spray concrete, anchor rod and steel grids. The calculation of the strength of dangerous sections testifies that the railway tunnel with this support structure has high stability and safety.
Keywords:tunnel engineering  finite element method  soft adjacent rock  polypropylene fiber concrete  support structure  
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