海河水利Issue(5)：139-144,6.DOI:10.3969/j.issn.1004-7328.2026.05.025
MJS工法技术在顶管下穿铁路中的应用
Application of MJS Method Technology in Pipe Jacking Undercrossing Railways
张磊1
作者信息
- 1. 广州市宏涛水务勘测设计有限公司,广东 广州 510405
- 折叠
摘要
Abstract
In hydraulic engineering construction,pipe jacking is an important method for crossing underground tunnels.The MJS technology can reinforce the soil during the jacking process,increase its bearing capacity,and reduce the impact of construction-induced foundation settlement on surface structures.This paper focuses on the application of pipe jacking technology in special operation scenarios under railway mainlines,aiming to explore the impact of MJS pipe jacking technology on railway foundation settlement and deformation under different working conditions,providing a reference for similar projects.The underpass construction of the Li Xi Canal and the Baiyun Airport Second Expressway North Drainage Canal beneath the New Bai Guang Intercity Railway is analyzed using the finite element method to study the impact of foundation pit and pipe jacking construction on railway foundation settlement and deformation under various working conditions.The calculation results show that the maximum horizontal displacement and vertical settlement of the intercity railway box culvert and track structure are minimal,with the maximum settlement difference in the deformation joint tunnel being 0.287 mm.The displacement and settlement values meet the engineering expectations.Therefore,the MJS method can effectively control the settlement of railway foundations under various working conditions.关键词
MJS/顶管施工/有限元法/沉降Key words
MJS/pipe jacking/finite element method/settlement分类
建筑与水利引用本文复制引用
张磊..MJS工法技术在顶管下穿铁路中的应用[J].海河水利,2026,(5):139-144,6.
