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三车道公路隧道支护参数优化分析
引用本文:郭军,余顺,丁浩.三车道公路隧道支护参数优化分析[J].公路交通技术,2013(6):76-80,84.
作者姓名:郭军  余顺  丁浩
作者单位:[1]招商局重庆交通科研设计院有限公司,重庆400067 [2]隧道建设与养护技术交通行业重点实验室,重庆400067
摘    要:以广东省在建3车道大断面公路隧道为依托,根据实际围岩条件、埋深、设计洞形及断面大小,对设计支护参数进行安全性能优化分析。通过对“原设计”和“优化后”的2种支护结构的平面有限元计算,得到HI~V级围岩条件下的6种典型初期支护结构型式。优化后的设计支护参数能确保安全,同时节约工程造价。

关 键 词:3车道  公路隧道  支护参数  优化分析

Optimized Analysis of Support Parameters of 3-lane Highway Tunnels
GUO Jun,YU Shun,DING Hao.Optimized Analysis of Support Parameters of 3-lane Highway Tunnels[J].Technology of Highway and Transport,2013(6):76-80,84.
Authors:GUO Jun  YU Shun  DING Hao
Abstract:On the basis of 3-lane large-section highway tunnels under construction in Guangdong Province and in accordance with actual wall-rock conditions, burial depth and section size, this paper carries out the optimized analysis for safety performance of support parameters. By 2D finite element calculation of two support structure in "original design" and "optimized design", the paper obtains 6 typical initial support structure types under classes m - v wall-rock conditions. The optimized design parameters of support can ensure safety and meanwhile save project cost.
Keywords:3-lane  highway tunnel  parameters of support  optimized design
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