A medium to long-term variations in hydrothermal process and deformation of high-speed railway subgrade in high-altitude cold region, Northwest China

IF 3.8 2区 工程技术 Q1 ENGINEERING, CIVIL Cold Regions Science and Technology Pub Date : 2024-05-26 DOI:10.1016/j.coldregions.2024.104231
Xuyang Wu , Zhanju Lin , Fujun Niu , Yunhu Shang , Chunqing Li
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Abstract

The issue of frost heave in high-speed railway subgrades located in areas with seasonally frozen soil is a significant concern that impacts both speed and safety, particularly during extreme weather conditions at high altitudes. This research focuses on the Menyuan section of Lanzhou-Xinjiang high-speed railway, where the average altitude is 3400 m and deep seasonal frozen soil exists. Based on field monitoring the temperature, moisture, and deformation of subgrade with coarse particle filler from 2015 to 2022, the research investigates the hydrothermal process of subgrade during freeze-thaw, examines the impact of climate change on frozen depth, and analyzes delamination frost heave. The results show that (1) the annual lowest temperature has a direct impact on frozen depth, which has varied greatly in recent years. The subgrade water content exerts an influence on frozen depth, with most subgrade frozen depth measuring approximately 2.5 m and reaching up to 3.0 m under extreme conditions; (2) By utilizing a waterproof composite geomembrane as an interface, the upper and lower portions of the subgrade can be simplified into two distinct frost heave systems: one without water supply and another with water supply. (3) The frost heave mainly occurs in the depth of 0.7 m to 1.5 m, and the frozen edge appears in the depth of 1.0 m to 1.5 m; (4) The amount of frost heave has a cumulative increasing trend, and the highest frost heave ratio is in the depth of 0.7 m to 1.5 m, followed by the depth of 0 m to 0.7 m, and the depth of 1.5 m to 2.7 m is the least. The findings of this study hold practical significance for enhancing the frost heave mechanism and modifying prediction methods. They also serve as a reference for optimizing the structure, disease prevention, filling selection, and gradation optimization of high-speed railway subgrade in seasonally frozen regions.

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中国西北高寒地区高速铁路路基热液过程与变形的中长期变化
位于季节性冻土地区的高速铁路路基的冻胀问题是一个影响速度和安全的重大问题,尤其是在高海拔地区的极端天气条件下。本研究以平均海拔 3400 米、存在深层季节性冻土的兰新高铁门源段为研究对象。研究基于对 2015 年至 2022 年粗颗粒填料路基温度、水分和变形的实地监测,研究了冻融过程中路基的水热过程,考察了气候变化对冻土深度的影响,并分析了分层冻胀。研究结果表明:(1) 年最低气温对冻土深度有直接影响,近年来冻土深度变化很大。路基含水量对冻土深度也有影响,大部分路基冻土深度约为 2.5 米,极端条件下可达到 3.0 米;(2)利用防水复合土工膜作为界面,可将路基上部和下部简化为两个不同的冻土系统:一个是无供水系统,另一个是有供水系统。(3) 冻结塌陷主要发生在 0.7 米至 1.5 米的深度,冻边出现在 1.0 米至 1.5 米的深度;(4) 冻结塌陷量有累积增加的趋势,0.7 米至 1.5 米的深度冻结塌陷率最高,0 米至 0.7 米的深度次之,1.5 米至 2.7 米的深度最小。这项研究的结果对于加强冻土塌陷机理和修改预测方法具有实际意义。同时,也为季节性冰冻地区高速铁路路基的结构优化、病害防治、填料选择和级配优化提供了参考。
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来源期刊
Cold Regions Science and Technology
Cold Regions Science and Technology 工程技术-地球科学综合
CiteScore
7.40
自引率
12.20%
发文量
209
审稿时长
4.9 months
期刊介绍: Cold Regions Science and Technology is an international journal dealing with the science and technical problems of cold environments in both the polar regions and more temperate locations. It includes fundamental aspects of cryospheric sciences which have applications for cold regions problems as well as engineering topics which relate to the cryosphere. Emphasis is given to applied science with broad coverage of the physical and mechanical aspects of ice (including glaciers and sea ice), snow and snow avalanches, ice-water systems, ice-bonded soils and permafrost. Relevant aspects of Earth science, materials science, offshore and river ice engineering are also of primary interest. These include icing of ships and structures as well as trafficability in cold environments. Technological advances for cold regions in research, development, and engineering practice are relevant to the journal. Theoretical papers must include a detailed discussion of the potential application of the theory to address cold regions problems. The journal serves a wide range of specialists, providing a medium for interdisciplinary communication and a convenient source of reference.
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