盾构施工工艺对铁路路基沉降影响的数值分析

黄文君; 郑明新; 欧阳林; 邹文亮; 陈养强

doi:10.3973/j.issn.1672-741X.2015.02.005

隧道建设 >

2015 , Vol. 35 >Issue 2: 128 - 133

DOI: https://doi.org/10.3973/j.issn.1672-741X.2015.02.005

研究与探索

盾构施工工艺对铁路路基沉降影响的数值分析

黄文君 ,
郑明新 ,
欧阳林 ,
邹文亮 ,
陈养强

展开

（1. 华东交通大学道桥与岩土工程研究所，江西南昌 330013； 2. 中国建筑西南勘察设计研究院有限公司，四川成都 610081； 3. 南昌铁路局福建地方铁路有限责任公司，福建福州 350013； 4. 中土集团福州勘察设计研究院有限公司，福建福州 350013）

黄文君(1987— )，男，江西丰城人，华东交通大学岩土工程专业在读硕士，研究方向为路基工程。

收稿日期: 2014-09-22

修回日期: 2014-11-30

网络出版日期: 2015-02-11

基金资助

江西省研究生创新基金(YC2013-S169)

收起

Numerical Analysis on Railway Subgrade Settlement Induced by Shield Tunneling

HUANG Wenjun ,
ZHENG Mingxin ,
OU Yanglin ,
ZOU Wenliang ,
CHEN Yangqiang

Expand

(1. Institute of Bridge & Road and Geotechnical Engineering, East China Jiaotong University, Nanchang 330013, Jiangxi, China; 2. China Southwest Geotechnical Investigation & Design Institute Co., Ltd.,Chengdu 610081, Sichuan, China; 3. Fujian Local Railway Co., Ltd. of Nanchang Railway Bureau,Fuzhou 350013, Fujian, China; 4. CCECC Fuzhou Survey and Design Institute Co., Ltd., Fuzhou 350013, Fujian, China)

Received date: 2014-09-22

Revised date: 2014-11-30

Online published: 2015-02-11

Fold

摘要

以福州市轨道交通1号线下穿福州火车站铁路工程为依托，采用MIDAS/GTS有限元软件对双线盾构隧道进行分步施工模拟，揭示主要施工参数对路基沉降的影响规律。分析表明：路基预加固能有效减少下穿过程中路基的沉降量；土舱压力采用1.2~1.5倍土压力、注浆压力采用1.1~1.2倍土体自重应力对减少路基沉降效果较好；保证盾尾注浆率对减少路基沉降影响有显著效果。

关键词： 盾构隧道; 铁路路基沉降; 数值分析; 土舱压力; 盾尾注浆率; 盾尾注浆压力

本文引用格式

黄文君 , 郑明新 , 欧阳林 , 邹文亮 , 陈养强 . 盾构施工工艺对铁路路基沉降影响的数值分析[J]. 隧道建设, 2015 , 35(2) : 128 -133 . DOI: 10.3973/j.issn.1672-741X.2015.02.005

Abstract

The construction of No. 1 Line of Fuzhou Rail Transit crossing underneath Fuzhou Railway Station is simulated by means of MIDAS/GTS finite element software, and the rules of the shield tunneling parameters on the settlement of the existing railway subgrade are studied. The analysis shows that the settlement of the railway subgrade can be brought under effective control by prereinforcing the railway subgrade, by choosing rational excavation chamber pressure (1.2~1.5 times soil pressure) and rational grouting pressure (1.1~1.2 times soil weight stress), and by using proper shield tail grouting rate.

Key words： shield tunnel; railway subgrade settlement; numerical analysis; pressure in excavation chamber; rate of grouting at shield tail; pressure of grouting at shield tail

Options

文章导航

〈

〉

模态框（Modal）标题

摘要

本文引用格式

Abstract