软弱围岩铁路隧道三台阶带仰拱一次开挖工法台阶高度优化研究  

Optimization of Bench Height in One-step Excavation for Three Benches with Invert of Railway Tunnels in Soft Rocks

作　　者：李鹏宇[1] 崔光耀[1] 王庆建[2] LI Pengyu;CUI Guangyao;WANG Qingjian(North China University of Technology,Beijing 100144,China;China Railway Tunnel Group Fourth Bureau Co.,Ltd.,Nanning 530000,China)

机构地区：[1]北方工业大学,北京100144 [2]中铁隧道集团四处有限公司,南宁530000

出　　处：《高速铁路技术》2021年第1期46-49,93,共5页High Speed Railway Technology

摘　　要：为进一步提高软弱围岩条件下隧道开挖的安全性及稳定性,本文依靠玉磨铁路新平隧道工程,利用有限差分数值模拟软件flac3D,对软弱围岩铁路隧道三台阶带仰拱一次开挖工法的台阶高度进行优化研究,主要对比了5种不同台阶高度开挖方案的初期支护位移及内力。结果表明:(1)采用工况4(上台阶高度4 m、中台阶高度3.2 m、下台阶高度5 m)的拱顶沉降值、拱肩收敛值、边墙收敛值均最小,分别为22.3 mm、3.17 mm、11.9 mm;(2)工况4的结构安全性最高,最小安全系数最大,为2.83;(3)综合结构位移及内力,新平隧道软弱围岩段建议采用工况4的台阶高度进行施工。研究成果可为类似工程施工提供参考。In order to further improve the safety and stability of tunnel excavation in soft rocks,this paper takes Xinping Tunnel of Yuxi-Mohan Railway as a case,employs the finite difference numerical simulation software flac 3D to optimize the bench height in one-step excavation for the three benches with the invert of railway tunnels in the soft rocks,and mainly compares the initial supporting displacement and internal force of five excavation schemes with different bench heights.The results show that:(1)The vault settlement,arch shoulder convergence,and sidewall convergence of Case 4(upper bench height of 4 m,middle bench height of 3.2 m,and lower bench height of 5 m)are the smallest,which are 22.3 mm,3.17 mm and 11.9 mm respectively.(2)The structural safety of Case 4 is the highest,and the minimum safety factor is the largest,which is 2.83.(3)Considering the structural displacement and internal force,it is recommended to adopt the bench height of Case 4 in the soft surrounding rock section of Xinping Tunnel.The research results may be used for reference by similar projects.

关 键 词：软弱围岩 铁路隧道 三台阶带仰拱一次开挖 工法 台阶高度 

分 类 号：U455.4[建筑科学—桥梁与隧道工程]