Thermohydromechanical coupling analysis and engineering verification of gravel pile groups for strengthening permafrost marshland highway foundations
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-022-02796-8.pdf
Reference29 articles.
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2. Chou Y, Sheng Y, Li Y, Wei Z, Zhu Y, Li J (2010) Sunny–shady slope effect on the thermal and deformation stability of the highway embankment in warm permafrost regions. Cold Reg Sci Technol 63:78–86. https://doi.org/10.1016/j.coldregions.2010.05.001
3. Gao GZ et al (2016) Compilation of heat flow data in the continental area of China (4th edition). Chin J Geophys Chin Ed 59:2892–2910. https://doi.org/10.6038/cjg20160815
4. Guo D, Wang H (2017) Permafrost degradation and associated ground settlement estimation under 2 °C global warming. Clim Dyn 49:2569–2583. https://doi.org/10.1007/s00382-016-3469-9
5. Guo Y, Shan W, Zhang C, Hu Z, Wang S, Gao J (2020) Monitoring of permafrost degradation along the Bei’an-Heihe Expressway in China. Bull Eng Geol Env. https://doi.org/10.1007/s10064-020-01919-3
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