Jilin Qi
Jilin Qi
Verified email at bucea.edu.cn
Cited by
Cited by
A review of the influence of freeze‐thaw cycles on soil geotechnical properties
J Qi, PA Vermeer, G Cheng
Permafrost and periglacial processes 17 (3), 245-252, 2006
Influence of freeze–thaw on engineering properties of a silty soil
J Qi, W Ma, C Song
Cold regions science and technology 53 (3), 397-404, 2008
Soil structure characteristics and new approach in research on its quantitative parameter
X Dingyi, Q Jilin
Chinese Jounal of Geotechnical Engineering 21 (6), 651-656, 1999
Analysis on effect of permafrost protection by two-phase closed thermosyphon and insulation jointly in permafrost regions
W Zhi, S Yu, M Wei, Q Jilin, J Wu
Cold Regions Science and Technology 43 (3), 150-163, 2005
Qi Jilin (State Key Laboratory of Frozen Soil Engineering, Lanzhou Institute of Glaciology and Geocryology, CAS, 730000)
X Dingyi
Soil structure characteristics and new approach in research on its …, 1999
Strength distributions of warm frozen clay and its stochastic damage constitutive model
Y Lai, S Li, J Qi, Z Gao, X Chang
Cold Regions Science and Technology 53 (2), 200-215, 2008
An experimental investigation of the mechanical behavior and a hyperplastic constitutive model of frozen loess
Y Lai, X Xu, W Yu, J Qi
International Journal of Engineering Science 84, 29-53, 2014
Laboratory investigation on strength and deformation characteristics of ice-saturated frozen sandy soil
X Xu, Y Lai, Y Dong, J Qi
Cold Regions Science and Technology 69 (1), 98-104, 2011
Settlement of embankments in permafrost regions in the Qinghai-Tibet Plateau
Q Jilin, S Yu, Z Jianming, W Zhi
Norsk Geografisk Tidsskrift-Norwegian Journal of Geography 61 (2), 49-55, 2007
Influence of freezing-thawing on soil structure and its soil mechanics significance
Q Jilin, Z Jianming, Z Yuanlin
Chinese Journal of Rock Mechanics and Engineering 22 (2), 690-2, 2003
A new criterion for strength of frozen sand under quick triaxial compression considering effect of confining pressure
J Qi, W Ma
Acta geotechnica 2 (3), 221, 2007
A simple rheological element based creep model for frozen soils
S Wang, J Qi, Z Yin, J Zhang, W Ma
Cold Regions Science and Technology 106, 47-54, 2014
In-situ monitoring of settlement at different layers under embankments in permafrost regions on the Qinghai–Tibet Plateau
F Yu, J Qi, X Yao, Y Liu
Engineering Geology 160, 44-53, 2013
Evaluation of EPS application to embankment of Qinghai–Tibetan railway
W Zhi, S Yu, M Wei, Q Jilin
Cold Regions Science and Technology 41 (3), 235-247, 2005
Zonation and assessment of frozen-ground conditions for engineering geology along the China–Russia crude oil pipeline route from Mo'he to Daqing, Northeastern China
H Jin, J Hao, X Chang, J Zhang, J Qi, L Lü, S Wang
Cold Regions Science and Technology 64 (3), 213-225, 2010
Analysis of the deformation of embankments on the Qinghai-Tibet railway
W Ma, J Qi, Q Wu
Journal of Geotechnical and Geoenvironmental Engineering 134 (11), 1645-1654, 2008
In situ experimental study on thermal protection effects of the insulation method on warm permafrost
Z Wen, Y Sheng, W Ma, J Qi
Cold Regions Science and Technology 53 (3), 369-381, 2008
Study on thaw consolidation of permafrost under roadway embankment
J Qi, X Yao, F Yu, Y Liu
Cold Regions Science and Technology 81, 48-54, 2012
Three dimensional analysis of large strain thaw consolidation in permafrost
X Yao, J Qi, W Wu
Acta geotechnica 7 (3), 193-202, 2012
Degradation process of permafrost underneath embankments along Qinghai-Tibet Highway: An engineering view
F Yu, J Qi, X Yao, Y Liu
Cold Regions Science and Technology 85, 150-156, 2013
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