Comparative analysis of cooling effect of crushed rock embankment along the Qinghai-Tibet Railway
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Comparative analysis of cooling effect of crushed rock embankment along the Qinghai-Tibet Railway
Vol. 31, Issue S1, (2010)
作者机构:
中国科学院寒区旱区环境与工程研究所 冻土工程国家重点实验室,兰州,730000
作者简介:
基金信息:
DOI:
CLC:TU443
Online First:09 September 2010,
Published:2010
稿件说明:
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MU Yan-hu, MA Wei, SUN Zhi-zhong, et al. Comparative analysis of cooling effect of crushed rock embankment along the Qinghai-Tibet Railway[J]. 2010, 31(S1).
DOI:
MU Yan-hu, MA Wei, SUN Zhi-zhong, et al. Comparative analysis of cooling effect of crushed rock embankment along the Qinghai-Tibet Railway[J]. 2010, 31(S1).DOI:
Comparative analysis of cooling effect of crushed rock embankment along the Qinghai-Tibet Railway
Analysis of deformation characteristics of embankment with deep permafrost table and degenerative permafrost
Back analysis of frozen soil thermal properties based on simulated annealing optimization algorithm
Characteristics and causes of embankment deformation for Qinghai-Tibet Railway in permafrost regions
Deformation failure characteristics and influential factors of subgrade upon slope in permafrost area
Numerical analysis of forced convection characteristics of riprap slope embankment in Qinghai-Tibet railway
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Related Institution
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Beiluhe Observation and Research Station on Frozen Soil Engineering and Environment in Qinghai-Tibet Plateau, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Golmud