首页|软土地区挡墙及填土对既有铁路的影响分析

软土地区挡墙及填土对既有铁路的影响分析

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在既有铁路周边新建构筑物,必须考虑附加荷载对既有铁路的影响.特别是在软土地区,在既有路基一侧进行加载有可能引起地基变形,需要采取适当的工程措施进行处理,确保既有铁路的运营安全.为了研究软土地区邻近既有铁路路基外侧挡墙及填土对铁路的影响,选取绍兴市某公园邻近既有铁路侧的挡墙及填土工程为工程实例,首先根据相关规范确定轨道、路基变形控制值,然后通过数值计算和理论分析等方法,得到在填土荷载作用下不同工程措施对应的既有铁路轨面的水平及竖向位移,最终确定对铁路产生的影响可控、确保铁路运营安全的工程措施.
Impact of Soft Soil Retaining Walls and Their Backfills on the Existing Railways
When constructing new structures around existing railways,it is necessary to consider the impact of additional loads on the existing railways.Especially in soft soil areas,the loading on one side of the existing roadbed might cause deformation of the foundation,and appropriate engineering measures are needed to be taken to ensure the safe operation of the existing rail-way.To study the impact of retaining walls and their backfill soil on the outside of existing railway embankments in soft soil ar-eas,this paper selects a retaining wall and backfill soil project on the side of an existing railway near a park in Shaoxing City as an engineering example.Firstly,the deformation control values of the track and roadbed are determined according to relevant specifications.Then,numerical simulations and theoretical analysis are used to obtain the horizontal and vertical displacements of the existing railway track surface corresponding to different engineering measures under the action of backfill soil loads,the engineering measures are ultimately determined which could ensure the safety of the railway operation.The research results of this article can provide a reference for the design and construction of similar railway related projects.

Existing RailwaysRetaining WallsBackfillsFoundation TreatmentNumerical Analysis

汤周

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中铁第四勘察设计院集团有限公司,武汉 430063

既有铁路 挡墙 填土 地基处理 数值计算

2024

土工基础
湖北省土木建筑学会,中国科学院武汉岩土力学研究所,武汉市土木建筑学会

土工基础

影响因子:0.238
ISSN:1004-3152
年,卷(期):2024.38(6)