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
Related Author
YUAN Kun
ZHANG Jin-zhao
ZHU Dong-peng
WEN Bin
WU Qing-bai
JIANG Guan-li
ZHANG Peng
SUN Zhi-zhong
Related Institution
CCCC First Highway Consultants Co., Ltd.
State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences
Second Highway Consultants Co., Ltd., China Communication Construction Corporation
Golmud Public Works Section, Qinghai-Tibet Railway Corporation, Golmud
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