The Thermal and Settlement Characteristics of Crushed-Rock Structure Embankments of the Qinghai-Tibet Railway in Permafrost Regions Under Climate Warming

Frontiers in Earth Science

Haiming Dang²  Shouhong Zhang²  Youqian Liu²  Jinchang Wang²  Bin Yang³  Ji Chen⁴  Xin Hou⁴  Jingyi Zhao⁴  Qihang Mei⁴ 

[1] Beiluhe Observation and Research Station of Frozen Soil Engineering and Environment, State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environmental and Resources, Chinese Academy of Sciences, Lanzhou, China;China Railway Qinghai-Tibet Group Co., Ltd., Xining, China;Command Center of Comprehensive Natural Resources Survey, China Geological Survey, Beijing, China;School of Engineering Science, University of Chinese Academy of Sciences, Beijing, China;

关键词: permafrost;    crushed-rock structure embankment;    stability;    thermal regime;    settlement;   

DOI  :  10.3389/feart.2021.795894

来源: DOAJ

【 摘 要 】

The temperature difference at the top and bottom of the crushed-rock layer can drive the heat convection inside. Based on this mechanism, crushed-rock structures with different forms are widely used in the construction and maintenance of the Qinghai-Tibet Railway as cooling measures in permafrost regions. To explore the stability of different forms of crushed-rock structure embankments under climate warming, the temperature and deformation data of a U-shaped crushed-rock embankment (UCRE) and a crushed-rock revetment embankment (CRRE) are analysed. The variations in temperature indicate that permafrost beneath the natural sites and embankments is degrading but at different rates. The thermal regime of ground under the natural site is only affected by climate warming, while that under embankment is also affected by embankment construction and the cooling effect of the crushed-rock structure. These factors make shallow permafrost degradation beneath the embankments slower than that beneath the natural sites and deep permafrost degradation faster than that beneath the natural sites. Moreover, the convection occurring in the crushed-rock base layer during the cold season makes the degradation of permafrost beneath the UCRE slower than that in the CRRE. The faster degradation of permafrost causes the accumulated deformation of the CRRE to be far greater than that of the UCRE, which may exceed the allowable value of the design code. The analysis shows that the stability of the UCRE meets the engineering requirements and the CRRE needs to be strengthened in warm and ice-rich permafrost regions under climate warming.

【 授权许可】

Unknown