Study on the mechanism of subgrade deformation of the Qinghai-Tibet railway in permafrost regions based on multisource data

IF 5.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Qingzhi Wang , Zhi Wen , Zhiwei Zhou , Qiang Gao , Xiaoyun Hao , Liangzhi Chen
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引用次数: 0

Abstract

Climate change and engineering activities have accelerated the degradation of permafrost, leading to significant settlement and deformation damage of subgrades in permafrost regions. Environmental conditions significantly influence the stability of subgrades in permafrost regions. However, previous research on subgrade deformation mechanisms primarily concentrated on analyzing the ground temperature, ice content, and thermo-hydro-mechanical processes within individual sections, ignoring the impact of permafrost environment. Based on multisource data sets combined with long-term field deformation monitoring data, this study utilized methods including normality test and correlation analysis to establish an evaluation index system for subgrade deformation. With this procedure, the mechanisms of subgrade deformation of the Qinghai-Tibet railway in the permafrost regions were investigated using a genetic algorithm-random forest regression method (GA-RFR). The results indicated that the environmental system played a crucial role in determining the susceptibility and severity of subgrade deformation. The primary disaster-inducing factors controlling subgrade deformation comprised solar radiation (SR), stream power index (SPI), subgrade trend (ST), and annual average ground temperature. This study found that the underlying permafrost and engineering accounted for less than 50% of total subgrade deformations, which indicated that previous research overestimated the contribution of these two factors. Furthermore, previous research underestimated the role of permafrost environment, including SR and SPI, particularly thermal erosion by surface and groundwater. Our findings also revealed that the environment is the dominant factor for the change of weight results across different periods within the same region or across different regions during the same period. This study provided important basic data and overall references for the safe operation and maintenance of existing railways, the prevention and control of deformation damages, and the rational design of future railways in permafrost regions.
气候变化和工程活动加速了多年冻土的退化,导致多年冻土区路基严重沉降和变形破坏。环境条件对多年冻土区路基的稳定性有显著影响。然而,以往对路基变形机理的研究主要集中在分析个别路段的地温、含冰量和热-水-力过程,忽略了多年冻土环境的影响。本研究以多源数据集为基础,结合长期现场变形监测数据,运用正态性检验和相关分析等方法,建立了路基变形评价指标体系。结果表明,环境系统对路基变形的易感性和严重程度起着至关重要的作用。控制路基变形的主要致灾因子包括太阳辐射(SR)、水流功率指数(SPI)、路基趋势(ST)和年平均地温。本研究发现,下垫层冻土和工程对路基总变形的贡献率不足50%,这表明以往的研究高估了这两个因素的贡献。此外,以往的研究低估了多年冻土环境的作用,包括SR和SPI,特别是地表和地下水的热侵蚀。我们的研究结果还表明,环境是同一地区内不同时期或同一时期不同地区体重结果变化的主导因素。本研究为多年冻土区既有铁路的安全运行与维护、变形破坏的防治以及未来铁路的合理设计提供了重要的基础数据和总体参考。
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来源期刊
Transportation Geotechnics
Transportation Geotechnics Social Sciences-Transportation
CiteScore
8.10
自引率
11.30%
发文量
194
审稿时长
51 days
期刊介绍: Transportation Geotechnics is a journal dedicated to publishing high-quality, theoretical, and applied papers that cover all facets of geotechnics for transportation infrastructure such as roads, highways, railways, underground railways, airfields, and waterways. The journal places a special emphasis on case studies that present original work relevant to the sustainable construction of transportation infrastructure. The scope of topics it addresses includes the geotechnical properties of geomaterials for sustainable and rational design and construction, the behavior of compacted and stabilized geomaterials, the use of geosynthetics and reinforcement in constructed layers and interlayers, ground improvement and slope stability for transportation infrastructures, compaction technology and management, maintenance technology, the impact of climate, embankments for highways and high-speed trains, transition zones, dredging, underwater geotechnics for infrastructure purposes, and the modeling of multi-layered structures and supporting ground under dynamic and repeated loads.
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