3D numerical simulation of super-large span railway station

ZHU Zheng-guo; LI Wen-jian; SONG Yu-xiang

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

3D numerical simulation of super-large span railway station

更新时间：2026-06-25

- 3D numerical simulation of super-large span railway station
- Vol. 29, Issue S1, (2008)
- 作者机构：
  
  石家庄铁道学院土木工程分院,河北,石家庄,050043
- 作者简介：
- 基金信息：
- DOI：
  CLC： U45
- Online First：15 April 2016，
  
  Published：2008
- 稿件说明：
移动端阅览
ZHU Zheng-guo, LI Wen-jian, SONG Yu-xiang. 3D numerical simulation of super-large span railway station[J]. 2008, 29(S1).
DOI：

ZHU Zheng-guo, LI Wen-jian, SONG Yu-xiang. 3D numerical simulation of super-large span railway station[J]. 2008, 29(S1). DOI：

摘要

乌蒙山2号隧道是改建铁路贵昆线六盘水至沾益段增建2线工程，出口段扒挪块车站伸入隧道内547 m，为4线大跨车站隧道，开挖轮廓最大跨度为24.13 m，为目前亚洲铁路隧道开挖最大跨。为研究此车站隧道设计与施工方案的合理性，采用FLAC3D 三维快速拉格朗日差分方法分析软件对此超大跨车站隧道施工开挖过程进行三维数值模拟计算。通过分析车站隧道开挖过程中围岩和支护结构的2次应力场、变形场和塑性破坏区的变化特征，总结了车站隧道围岩和支护的应力、变形和破坏区的分布特征和变化规律，为推荐施工方法的安全性及临时支护的拆除方案提供理论依据。

Abstract

Wumeng mountain second tunnel is secondary Line from Liupanshui to Zhanyi of Guiyang-Kunming Railway reconstruction. Banuokuai Railway Station situated gate region was extended to the tunnel about 547 m

which is a large span station for 4 lines. It is the largest span (24.13 m) tunnel in Asia at present. The excavation process of the super-large span station is numerically simulated by three dimensional fast Lagrangian analysis of continua (FLAC3D) to research rationality of the design and construction. And

on the calculation results

the study was focused on secondary stress field

deformation and the plastic area. It should serve as a valuable reference for security of recommendatory construction method and removing scheme of temporary support.

关键词

Keywords

references

Views

1172

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Centrifugal model test and numerical simulation of embankments on sloping ground with weak interlayer

Numerical simulation of stress redistribution during diaphragm wall construction

Effect of lateral pressure coefficients on damage and failure process of horseshoe-shaped tunnel

Stability analysis of salt rock gas storage cavern under uncontrolled blowout

Numerical analysis of failure modes and stability of stratified rock slopes

Related Author

LIU Yi-lin

HUANG Mao-song

YUAN Wei

WANG Hao-ran

XIA Yuan-you

PEI Yao-yao

WANG Zhen

CHEN Shao-yan

Related Institution

Research Institute of Highway, Ministry of Transport

Key Laboratory of Road Construction & Material, Ministry of Transport

Department of Geotechnical Engineering, Tongji University

Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University

School of Civil Engineering and Architecture, Wuhan University of Technology

AI问答

⁰