Hydro-thermal processes and deformation of highway embankment in the active layer in a high-latitude permafrost region of Inner Mongolia in Northeast China

IF 3.8 2区 工程技术 Q1 ENGINEERING, CIVIL Cold Regions Science and Technology Pub Date : 2024-11-03 DOI:10.1016/j.coldregions.2024.104357
Chunlei Xie , Yaqian Dong , Ze Zhang , Xianglong Li , Andrei Zhang , Doudou Jin
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Abstract

Construction of embankments in the permafrost region significantly changes the heat exchange conditions and hydrothermal transport processes between permafrost and the external environment, causing changes in the state of permafrost under the embankment, which in turn affects the long-term stability of embankment impacts. Considering more complex forest environment and higher technical standard for expressway than ordinary highway, the hydrothermal and deformation characteristics of the embankment are investigated through a full-scale field experimental embankment of the Genhe-Labdalin highway. Further, the study delves into the influence of changes in the active layer thickness, hydrothermal processes, and water above the frozen layer on embankment stability. The main conclusions are as follows: 1) The permafrost table, temperature, moisture and deformation of the embankment showed lateral heterogeneity, with the three-former showing a “concave shape” and the left side (sunny slope) being lower than the right side (shady slope). 2) The permafrost table appears to be unconnected (thawing interlayer), creating preferential flow, thaw zones and even through-thaw zones. 3) Accompanied by the freezing and thawing process of the embankment, the deformation of the pavement is less delayed. These findings will be helpful for better understanding the hydrothermal characteristics of embankments in different frozen ground regions, and for providing important technical guidance to ensure the safe operation of engineering projects.
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中国东北内蒙古高纬度冻土区活动层公路路堤的水热过程与变形
在冻土区修建路堤会显著改变冻土与外界环境的热交换条件和水热输运过程,引起路堤下冻土状态的变化,进而影响路堤的长期稳定性。考虑到比普通公路更复杂的森林环境和高速公路更高的技术标准,本研究通过根河至拉布大林高速公路的全尺寸野外试验路堤,研究了路堤的水热和变形特性。此外,研究还深入探讨了活动层厚度变化、水热过程和冻结层上方的水对路堤稳定性的影响。主要结论如下1) 堤坝的冻土层、温度、湿度和变形呈现横向异质性,三变形体呈 "凹形",左侧(阳坡)低于右侧(阴坡)。2) 多年冻土表层似乎互不相连(解冻夹层),形成了优先流、解冻区甚至贯通解冻区。3) 伴随路堤的冻融过程,路面的变形延迟较小。这些研究结果将有助于更好地了解不同冻土地区路堤的水热特性,为确保工程项目的安全运行提供重要的技术指导。
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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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