基于 GPR 和 ERT 的冻土地区快速公路建设冷却措施效果评估

IF 3.8 2区 工程技术 Q1 ENGINEERING, CIVIL Cold Regions Science and Technology Pub Date : 2024-10-03 DOI:10.1016/j.coldregions.2024.104339
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引用次数: 0

摘要

全球变暖和人类活动正在加速青藏高原(QTP)冻土层的退化,导致当地高速公路基础设施出现严重的沉降和开裂问题。为此,位于青藏高原东缘的共和至玉树高速公路(GYE)在建设过程中采取了大量降温措施,以增强路堤的稳定性。尽管做出了这些努力,但实地调查显示,不同路段的路堤病害依然存在,包括已采取降温措施的路段。本研究主要针对青羊河的一个特定试验和示范段,采用一系列冷却措施来评估其工程效果。这项研究结合使用了多时间探地雷达 (GPR) 和电阻率断层扫描 (ERT) 探测技术,以及现场疾病调查和温度监测,全面评估了不同冷却干预措施的效果。研究结果表明,虽然在富冰和冰饱和土壤地区,降温措施一般都能遏制冻土层退化,但在有大量地表冰的地段,降温措施就显得力不从心了。在示范区研究的六种降温措施中,通风管道堤坝最为有效,而碎石层堤坝的降温效果最差。研究进一步揭示,结合使用聚苯乙烯保温板和两相封闭式温水箱不足以解决宽幅快速公路的中心热量积聚问题,虽然减少了不均匀沉降问题,但却加剧了纵向开裂。对现场调查和监测数据的比较分析表明,定期应用 GPR 和 ERT 技术可有效评估冷却措施的性能。
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Effectiveness evaluation of cooling measures for express highway construction in permafrost regions based on GPR and ERT
Global warming and human activities are accelerating the degradation of permafrost on the Qinghai-Tibet Plateau (QTP), leading to significant settlement and cracking issues in the local express highway infrastructures. In response, the Gonghe-Yushu Express Highway (GYE) on the east edge of the QTP incorporated extensive cooling measures during its construction to enhance embankment stability. Despite these efforts, field investigations have disclosed that embankment diseases persist across various sections, including those with implemented cooling measures. This study focuses on a specific test and demonstration section of the GYE, employing a suite of cooling measures to assess their engineering effectiveness. Utilizing a combination of multi-time ground-penetrating radar (GPR) and electrical resistivity tomography (ERT) detection, alongside on-site disease investigations and temperature monitoring, this research comprehensively evaluates the efficacy of different cooling interventions. Findings indicate that although cooling measures generally curb permafrost degradation in areas with ice-rich and ice-saturated soils, they fall short in sections with massive ground ice. Of the six cooling measures examined in the demonstration section, ventilation duct embankments emerge as the most effective, whereas crushed-rock layer embankments rank as the least. The study further reveals that the combined use of XPS insulation boards and two-phase closed thermosyphons inadequately addresses the issue of central heat accumulation in broad-width express highways, reducing uneven settlement issues but aggravating longitudinal cracking. Comparative analysis of on-site surveys and monitoring data suggests that regular application of GPR and ERT techniques can proficiently assess the performance of cooling measures.
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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.
期刊最新文献
Editorial Board Prototype observation and analysis of static ice pressure on reservoir piers in cold regions Relationship of physical and mechanical properties of sea ice during the freeze-up season in Nansen Basin New insights into icephobic material assessment: Introducing the human motion–inspired automated apparatus (HMA) Mesoscopic shear evolution characteristics of frozen soil-concrete interface
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