Landslide risk assessment of frozen soil slope in Qinghai Tibet Plateau during spring thawing period under the coupling effect of moisture and heat
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DOI: 10.1007/s11069-022-05646-8
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- Fujun Niu & Jing Luo & Zhanju Lin & Minhao Liu & Guoan Yin, 2014. "Thaw-induced slope failures and susceptibility mapping in permafrost regions of the Qinghai–Tibet Engineering Corridor, China," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 74(3), pages 1667-1682, December.
- M. Rodell & J. S. Famiglietti & D. N. Wiese & J. T. Reager & H. K. Beaudoing & F. W. Landerer & M.-H. Lo, 2018. "Emerging trends in global freshwater availability," Nature, Nature, vol. 557(7707), pages 651-659, May.
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- Ying Xu & Zhongwen Wang & Meilu Yu & Haotian Xie & Yanghaonan Jiao & Qi An & Chengjie Li, 2024. "Simulation study of the rupture mechanism of through-cracking under freeze–thaw load coupling effect," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 120(11), pages 9809-9831, September.
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Keywords
Seasonally frozen soil; Moisture-heat coupled model; Moisture characteristics; Stability of frozen soil slope; Strength on freeze–thaw interface;All these keywords.
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