首页|铁路路基下穿对临近桥梁桩基的影响分析

铁路路基下穿对临近桥梁桩基的影响分析

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近年来,国内公路、铁路交通运输网络越织越密,新建或改扩建铁路下穿既有高速公路桥梁的建设项目也越来越多。依托玉磨铁路路基下穿昆磨高速公路勐腊6 号大桥、LM跨铁路大桥工程项目,采用有限元软件模拟铁路路基下穿施工及铁路运营不同阶段,深入分析了铁路路基下穿对临近桥梁桩基的影响,得出铁路路基下穿将会对临近桩基产生附加位移及沉降,且本项目中距离铁路路基较近桩基产生的水平位移(顺桥向)及沉降值均较其他桩基大,分别为 0。12 mm、3。0 mm,并提出了施工前、施工中及施工后的桩基调查、监测、保护及施工管控等措施。
Impact Analysis of Railway Subgrade Passing Under Adjacent Bridge on Its Pile Foundation
In recent years,the road and railway transportation network has become more and more dense in our courtry,and more and more railways passing under existing highway bridges construction projects need building or expanding.Based on Yumo Railway under Kunmo Expressway Mengla No.6 bridge,LM cross railway bridge project,the different stages of railway subgrade underpass construc-tion and operation by the finite element software were simulated,and the influence on pile foundation of adjacent bridge deeply was an-alyzed.It was concluded that the railway subgrade underpass construction and operation will produce additional displacement and set-tlement to adjacent pile foundation,and the horizontal displacement(along the bridge direction)and settlement value generated by pile foundation closer to the railway roadbed were larger than other pile foundations in this project,they were 0.12 mm and 3.0 mm respec-tively.At the same time,the measures of investigation,monitoring,protection and construction control before,during and after construc-tion were put forward.

railway subgradeunderpass constructionbridge pile foundationsettlementnumerical simulation

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云南省公路工程监理咨询有限公司,云南 昆明 650021

铁路路基 下穿施工 桥梁桩基 沉降 数值模拟

2024

黑龙江交通科技
黑龙江省交通科学研究所,黑龙江省交通科技情报总站

黑龙江交通科技

影响因子:0.977
ISSN:1008-3383
年,卷(期):2024.47(10)