Thermal stability of permafrost under U-shaped crushed rock embankment of the Qinghai‒Tibet Railway

IF 6.4 1区 地球科学 Q1 ENVIRONMENTAL SCIENCES
Kun-Ming Xu , Guan-Li Jiang , Ji Chen , Qing-Bai Wu
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Abstract

The U-shaped crushed rock embankment (UCRE), of which widely utilized in the permafrost regions along the Qinghai‒Tibet Railway, has the capability to rapidly reduce the ground temperature of the underlying permafrost. However, there remains uncertainty regarding the adaptation of UCRE to climate change and its long-term cooling trend. This study focuses on nine UCRE monitoring sites along the Qinghai‒Tibet Railway to analyze the dynamic variations of the ground temperature underlying permafrost from 2006 to 2020. The efficiency of UCRE in stabilizing permafrost temperature in different permafrost zones is evaluated by considering the permafrost table, ground temperature, and MAGT, as well as the temperature difference between the top and bottom of the crushed rock layer and the ground temperature variation index (GTVI). The results show that UCRE is suitable for application in extremely unstable warm permafrost regions where the MAGT is higher than −0.5 °C. Moreover, UCRE effectively diminishes the disparity in permafrost thermal stability between the sunny and shaded shoulders of the embankment. The short-term and long-term effect of cooling permafrost is experiencing a change related with permafrost stability. Notably, in stable cold permafrost regions with MAGT lower than −1.5 °C, the long-term cooling effect of UCRE on permafrost seems to gradually diminishes, but UCRE continues to fulfill the role of stabilizing the underlying permafrost thermal state over the long-term. These results show that UCRE can quickly restore and stabilize the thermal state of permafrost in the early stages of construction, and adapt to the influence of future climate change. The findings provide important guidance for understanding the variations of permafrost thermal stability beneath the embankment in permafrost regions, as well as for improving the embankment stability and operational safety of the Qinghai‒Tibet Railway.

青藏铁路 U 型碎石路堤下冻土的热稳定性
在青藏铁路沿线冻土区广泛使用的 U 型碎石路堤(UCRE)具有快速降低冻土层下层地温的能力。然而,UCRE 对气候变化的适应性及其长期降温趋势仍存在不确定性。本研究重点关注青藏铁路沿线的 9 个URES 监测点,分析 2006 年至 2020 年冻土下层地温的动态变化。通过考虑冻土层表、地面温度和 MAGT,以及碎石层顶部和底部的温差和地面温度变化指数 (GTVI),评估了 UCRE 在不同冻土带稳定冻土温度的效率。结果表明,UCRE 适用于 MAGT 高于 -0.5 °C 的极不稳定的温暖冻土地区。此外,UCRE 还能有效缩小路堤阳肩和阴肩之间冻土热稳定性的差异。冻土降温的短期和长期效应正经历着与冻土稳定性相关的变化。值得注意的是,在 MAGT 低于 -1.5 ° C 的稳定低温冻土区,URCRE 对冻土的长期冷却效果似乎逐渐减弱,但长期而言,URCRE 仍能发挥稳定下层冻土热状态的作用。这些结果表明,URCRE 可以在建设初期迅速恢复和稳定冻土的热状态,并适应未来气候变化的影响。这些研究结果为了解冻土地区路堤下冻土热稳定性的变化以及提高青藏铁路路堤稳定性和运营安全性提供了重要指导。
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来源期刊
Advances in Climate Change Research
Advances in Climate Change Research Earth and Planetary Sciences-Atmospheric Science
CiteScore
9.80
自引率
4.10%
发文量
424
审稿时长
107 days
期刊介绍: Advances in Climate Change Research publishes scientific research and analyses on climate change and the interactions of climate change with society. This journal encompasses basic science and economic, social, and policy research, including studies on mitigation and adaptation to climate change. Advances in Climate Change Research attempts to promote research in climate change and provide an impetus for the application of research achievements in numerous aspects, such as socioeconomic sustainable development, responses to the adaptation and mitigation of climate change, diplomatic negotiations of climate and environment policies, and the protection and exploitation of natural resources.
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