1000-0240
2014 Issue 4
Permafrost degradation under an embankment of the Qinghai-Tibet Railway in the southern limit of permafrost
SUN Zhizhong;WU Guilong;YUN Hanbo;LIU Guojun;RUI Pengfei;State Key Laboratory of Frozen Soil Engineering / 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;
SUN Zhizhong;WU Guilong;YUN Hanbo;LIU Guojun;RUI Pengfei;State Key Laboratory of Frozen Soil Engineering / 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;
..............page:767-771
The distribution characteristics of permafrost along the Qinghai-Tibet Railway and their response to environmental change
YIN Guo’an;NIU Fujun;LIN Zhanju;LUO Jing;LIU Minghao;LI Anyuan;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
YIN Guo’an;NIU Fujun;LIN Zhanju;LUO Jing;LIU Minghao;LI Anyuan;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
..............page:772-781
Design theory of highway in permafrost regions based on energy balance
WANG Shuangjie;CHEN Jianbing;JIN Long;DONG Yuanhong;CHEN Donggen;Key Laboratory of Highway Construction &Maintenance Technology in Permafrost Regions of Ministry of Transport;CCCC First Highway Consultants Co.;Ltd;
WANG Shuangjie;CHEN Jianbing;JIN Long;DONG Yuanhong;CHEN Donggen;Key Laboratory of Highway Construction &Maintenance Technology in Permafrost Regions of Ministry of Transport;CCCC First Highway Consultants Co.;Ltd;
..............page:782-789
Permafrost along National Highway 214 and its engineering geological condition evaluation
CHEN Ji;FENG Ziliang;SHENG Yu;CAO Yuanbing;FANG Jianhong;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Qinghai Research Institute of Transportation;
CHEN Ji;FENG Ziliang;SHENG Yu;CAO Yuanbing;FANG Jianhong;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Qinghai Research Institute of Transportation;
..............page:790-801
Influence of upper boundary conditions on simulated ground temperature field in permafrost regions
CAO Yuanbing;SHENG Yu;WU Jichun;LI Jing;NING Zuojun;HU Xiaoying;FENG Ziliang;WANG Shengting;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;College of Resources and Environment;University of Chinese Academy of Sciences;
CAO Yuanbing;SHENG Yu;WU Jichun;LI Jing;NING Zuojun;HU Xiaoying;FENG Ziliang;WANG Shengting;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;College of Resources and Environment;University of Chinese Academy of Sciences;
..............page:802-810
Risk division of thaw settlement hazard along Qinghai-Tibet Engineering Corridor under climate change
RUAN Guofeng;ZHANG Jianming;CHAI Mingtang;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
RUAN Guofeng;ZHANG Jianming;CHAI Mingtang;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
..............page:811-817
Impact of molding temperature and hydration heat of concrete on thermal properties of pile foundation in permafrost regions along the Qinghai-Tibet DC Transmission Line
CHEN Zhaoyu;LI Guoyu;MU Yanhu;YU Qihao;MAO Yuncheng;WANG Fei;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;The People’s Government of Lüxiang Town;Gansu Provincial Transportation Research Institute Co.;Ltd.;University of Chinese Academy of Sciences;
CHEN Zhaoyu;LI Guoyu;MU Yanhu;YU Qihao;MAO Yuncheng;WANG Fei;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;The People’s Government of Lüxiang Town;Gansu Provincial Transportation Research Institute Co.;Ltd.;University of Chinese Academy of Sciences;
..............page:818-827
Model test study on the anti-frost engineering along the Harbin-Qiqihar Passenger Dedicated Railway
DONG Yuanhong;NIU Yonghong;CUI Weixiao;NIU Fujun;Key Laboratory of Highway Construction and Maintenance Technology in Permafrost Regions of Ministry of Transport;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;The Third Railway Survey and Design Institute Group Corporation;
DONG Yuanhong;NIU Yonghong;CUI Weixiao;NIU Fujun;Key Laboratory of Highway Construction and Maintenance Technology in Permafrost Regions of Ministry of Transport;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;The Third Railway Survey and Design Institute Group Corporation;
..............page:828-835
Variations and influencing factors of the water temperature within the pipe buried in seasonally frozen ground areas
CHEN Ji;LI Kun;SHENG Yu;FENG Ziliang;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Institute of Mountain Hazards and Environment;Chinese Academy of Sciences;
CHEN Ji;LI Kun;SHENG Yu;FENG Ziliang;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Institute of Mountain Hazards and Environment;Chinese Academy of Sciences;
..............page:836-844
Study of the influence of large-width asphalt-concrete pavement on the thermal characteristics of underlying permafrost
ZHU Dongpeng;DONG Yuanhong;LIU Ge;PENG Hui;Key Laboratory of Highway Construction &Maintenance Technology in Permafrost Regions of Ministry of Transport;CCCC First Highway Consultants Co.;Ltd;
ZHU Dongpeng;DONG Yuanhong;LIU Ge;PENG Hui;Key Laboratory of Highway Construction &Maintenance Technology in Permafrost Regions of Ministry of Transport;CCCC First Highway Consultants Co.;Ltd;
..............page:845-853
Study of the factors influencing the thickness of residual thawed interlayers and cooling effect of block-stone embankment
CHEN Donggen;WANG Shuangjie;CHEN Jianbing;DONG Yuanhong;YUAN Kun;CCCC First Highway Consultants Co.;Ltd;
CHEN Donggen;WANG Shuangjie;CHEN Jianbing;DONG Yuanhong;YUAN Kun;CCCC First Highway Consultants Co.;Ltd;
..............page:854-861
Study of the pavement structure mechanical response of scale effects of subgrade in permafrost regions
MU Ke;JIN Long;ZHU Dongpeng;CHEN Jianbing;YUAN Kun;CCCC First Highway Consultants Co.;Ltd;
MU Ke;JIN Long;ZHU Dongpeng;CHEN Jianbing;YUAN Kun;CCCC First Highway Consultants Co.;Ltd;
..............page:862-869
Model test study of the cooling effect of the embankment composited with ventilated duct and crushed rock
LIU Ge;YUAN Kun;LI Jinping;MU Ke;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;
LIU Ge;YUAN Kun;LI Jinping;MU Ke;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;
..............page:870-875
Progress in the research of the influence of ponding by embankment on the stability of embankment in permafrost regions
HU Xiaoying;SHENG Yu;LI Jing;WU Jichun;CHEN Ji;NING Zuojun;CAO Yuanbing;FENG Ziliang;WANG Shengting;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
HU Xiaoying;SHENG Yu;LI Jing;WU Jichun;CHEN Ji;NING Zuojun;CAO Yuanbing;FENG Ziliang;WANG Shengting;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
..............page:876-885
A model of unsaturated warm frozen soil with low water content
LI Mengmeng;NIU Yonghong;LI Xianming;MU Qingsong;WANG Jianghong;Key Laboratory of the Western Disaster and Environmental Mechanics;Ministry of Education;Lanzhou University;School of Civil Engineering and Mechanics;Lanzhou University;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Harbin-Dalian Railway Passenger Dedicated Line Co. Ltd.;
LI Mengmeng;NIU Yonghong;LI Xianming;MU Qingsong;WANG Jianghong;Key Laboratory of the Western Disaster and Environmental Mechanics;Ministry of Education;Lanzhou University;School of Civil Engineering and Mechanics;Lanzhou University;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Harbin-Dalian Railway Passenger Dedicated Line Co. Ltd.;
..............page:886-894
One-dimensional thawing consolidation behavior with periodical thermal boundary
WANG Wenli;WANG Lanmin;WANG Qian;School of Civil Engineering and Mechanics;Lanzhou University;Lanzhou Institute of Seismology;China Earthquake Administration;
WANG Wenli;WANG Lanmin;WANG Qian;School of Civil Engineering and Mechanics;Lanzhou University;Lanzhou Institute of Seismology;China Earthquake Administration;
..............page:895-901
Experimental study of stress-stain relationships of frozen expansive soil
LI Zhaoyu;ZHANG Bin;Heilongjiang Provincial Hydraulic Research Institute;
LI Zhaoyu;ZHANG Bin;Heilongjiang Provincial Hydraulic Research Institute;
..............page:902-906
The changing rule of loess’ s porosity under freezing-thawing cycles
XIAO Donghui;FENG Wenjie;ZHANG Ze;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
XIAO Donghui;FENG Wenjie;ZHANG Ze;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
..............page:907-912
Experimental study of frozen loess mechanical behaviour based on constitutive property
CHOU Yaling;JIANG Xiangang;HE Binbin;SHENG Yu;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Northwest Center for Disaster Mitigation in Civil Engineering of Ministry of Education;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Key Laboratory of Mountain Hazards and Earth Surface Progress;Chinese Academy of Sciences;
CHOU Yaling;JIANG Xiangang;HE Binbin;SHENG Yu;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Northwest Center for Disaster Mitigation in Civil Engineering of Ministry of Education;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Key Laboratory of Mountain Hazards and Earth Surface Progress;Chinese Academy of Sciences;
..............page:913-921
Influence of freezing-thawing cycles on micro-structure and shear strength of loess
NI Wankui;SHI Huaqiang;Institute of Geological Engineering and Surveying;Chang’an University;
NI Wankui;SHI Huaqiang;Institute of Geological Engineering and Surveying;Chang’an University;
..............page:922-927
The portable three-terminal controlling temperature apparatus matched to computerized tomography:Development and application
ZHENG Jianfeng;MA Wei;ZHAO Shuping;PU Yibin;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;
ZHENG Jianfeng;MA Wei;ZHAO Shuping;PU Yibin;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;
..............page:928-933
Progress and prospects of the research on collapsibility of compacted loess in seasonally frozen ground regions
LI Guoyu;MA Wei;MU Yanhu;MAO Yuncheng;CHEN Zhaoyu;WANG Fei;FANG Jianhong;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Gansu Provincial Transportation Research Institute Co.;Ltd.;University of Chinese Academy of Sciences;Qinghai Research Institute of Tranportation;
LI Guoyu;MA Wei;MU Yanhu;MAO Yuncheng;CHEN Zhaoyu;WANG Fei;FANG Jianhong;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Gansu Provincial Transportation Research Institute Co.;Ltd.;University of Chinese Academy of Sciences;Qinghai Research Institute of Tranportation;
..............page:934-943
Intelligent monitoring system for embankment deformation of high-speed railway in cold regions: Design and implementation
ZHAO Shiyun;LIU Hua;LI Xianming;LI Anyuan;NIU Yonghong;NIU Fujun;Harbin-Dalian High-Speed Railway Co.;Ltd;School of Civil Engineering;Xi’an University of Architecture and Technology;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
ZHAO Shiyun;LIU Hua;LI Xianming;LI Anyuan;NIU Yonghong;NIU Fujun;Harbin-Dalian High-Speed Railway Co.;Ltd;School of Civil Engineering;Xi’an University of Architecture and Technology;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;University of Chinese Academy of Sciences;
..............page:944-952
Monitoring and analyzing the thermal conditions of traditional embankments along the Qinghai-Tibet Railway
MU Yanhu;MA Wei;NIU Fujun;LI Guoyu;WANG Dayan;LIU Yongzhi;State Key Laboratory of Frozen Soils Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;
MU Yanhu;MA Wei;NIU Fujun;LI Guoyu;WANG Dayan;LIU Yongzhi;State Key Laboratory of Frozen Soils Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;
..............page:953-961
Frost heaving monitoring system and frost heaving rules for the high-speed railway embankment in the seasonally frozen soil regions
WANG Chunlei;ZHANG Rongken;ZHAO Xiaomeng;ZHOU Yongjun;The Third Railway Survey and Design Institute Group Corporation;
WANG Chunlei;ZHANG Rongken;ZHAO Xiaomeng;ZHOU Yongjun;The Third Railway Survey and Design Institute Group Corporation;
..............page:962-968
Analyzing the temperature regime within the block stone embankment of the newly constructed Gonghe-Yushu Expressway in Qinghai Province
FENG Ziliang;SHENG Yu;CHEN Ji;CAO Yuanbing;WU Jichun;LI Jing;HU Xiaoying;WANG Shengting;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;
FENG Ziliang;SHENG Yu;CHEN Ji;CAO Yuanbing;WU Jichun;LI Jing;HU Xiaoying;WANG Shengting;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;
..............page:969-975
Study of the long-term cooling effect of special embankments of high-grade highways in permafrost regions
ZHANG Kun;LI Dongqing;TAO Kun;CHEN Ji;TONG Gangqiang;Gansu Provincial Transportation Research Institute Co.;Ltd.;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;CCCC Second Highway Engineering Co.;Ltd.;Tianjin Metro Limited Company;
ZHANG Kun;LI Dongqing;TAO Kun;CHEN Ji;TONG Gangqiang;Gansu Provincial Transportation Research Institute Co.;Ltd.;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;CCCC Second Highway Engineering Co.;Ltd.;Tianjin Metro Limited Company;
..............page:976-986
Numerical simulation study of the thermosyphon applied to wide embankment in permafrost regions of Gonghe-Yushu Expressway of National Highway 214
XU Anhua;Qinghai Research Institute of Transportation;
XU Anhua;Qinghai Research Institute of Transportation;
..............page:987-993
Spatial and temporal variations of the superficial hydro-thermal characteristics in permafrost regions in the source areas of the Datong River,Qilian Mountains
LI Jing;SHENG Yu;WU Jichun;CHEN Ji;NING Zuojun;CAO Yuanbing;FENG Ziliang;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Gansu Institute of Civil Engineering;
LI Jing;SHENG Yu;WU Jichun;CHEN Ji;NING Zuojun;CAO Yuanbing;FENG Ziliang;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Gansu Institute of Civil Engineering;
..............page:994-1001
Response of soil moisture within the permafrost active layer to different alpine ecosystems
GAO Zeyong;WANG Yibo;LIU Guohua;LIU Minghao;LUO Jing;YIN Jingjing;College of Earth and Environmental Sciences;Lanzhou University;Key Laboratory of Western China’s Environmental Systems;Lanzhou University;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Rongchang Water Authority of Chongqing Municipality;
GAO Zeyong;WANG Yibo;LIU Guohua;LIU Minghao;LUO Jing;YIN Jingjing;College of Earth and Environmental Sciences;Lanzhou University;Key Laboratory of Western China’s Environmental Systems;Lanzhou University;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Rongchang Water Authority of Chongqing Municipality;
..............page:1002-1010
Research on the moisture and temperature variation of loess roadbed in seasonally frozen ground regions
MAO Yuncheng;LI Guoyu;ZHANG Qinglong;ZHANG Kun;MU Yanhu;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Gansu Provincial Transportation Research Institute Co.;Ltd.;
MAO Yuncheng;LI Guoyu;ZHANG Qinglong;ZHANG Kun;MU Yanhu;State Key Laboratory of Frozen Soil Engineering;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Gansu Provincial Transportation Research Institute Co.;Ltd.;
..............page:1011-1016
Study of the vegetation change due to the reinforcement and rebuilding along the Qinghai-Tibet Highway
SONG Yi;JIN Long;CHEN Jianbing;State Key Laboratory of Loess and Quaternary Geology;Institute of Earth Environment;Chinese Academy of Sciences;Key Laboratory of Highway Construction & Maintenance Technology in Permafrost Regions of Ministry of Transport;CCCC First Highway Consultants Co.;Ltd;
SONG Yi;JIN Long;CHEN Jianbing;State Key Laboratory of Loess and Quaternary Geology;Institute of Earth Environment;Chinese Academy of Sciences;Key Laboratory of Highway Construction & Maintenance Technology in Permafrost Regions of Ministry of Transport;CCCC First Highway Consultants Co.;Ltd;
..............page:1017-1025
Research on the ecological restoration of opencast coal mine dumps in cold regions
XUE Chunxiao;SHI Long;HUO Mingcai;Northwest Research Institute Co.;Ltd. of China Railway Engineering Corporation;School of Civil Engineering;Lanzhou Jiaotong University;
XUE Chunxiao;SHI Long;HUO Mingcai;Northwest Research Institute Co.;Ltd. of China Railway Engineering Corporation;School of Civil Engineering;Lanzhou Jiaotong University;
..............page:1026-1030
Analysis of the frozen soil moisture profile changes in aeration zone under the conditions of freezing-thawing and non-freezing-thawing
CHANG Longyan;DAI Changlei;SHANG Yunhu;LI Zhijun;LIU Yue;School of Hydraulic &Electric-Power;Heilongjiang University;Institute of Groundwater in Cold Regions;Heilongjiang University;
CHANG Longyan;DAI Changlei;SHANG Yunhu;LI Zhijun;LIU Yue;School of Hydraulic &Electric-Power;Heilongjiang University;Institute of Groundwater in Cold Regions;Heilongjiang University;
..............page:1031-1041
Response of extreme hydrological events to climate change in cold watersheds of Huangshuigou River and Qingshuihe River on the southern slope of Tianshan
ZHOU Jingwu;GAO Ying;SHEN Yongping;HAN Tianding;MAO Weiyi;Bayingolin Hydrology and Water Resources Reconnaissance Bureau;China Southwest Geotechnical Investigation and Design Institute Co.;Ltd;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Xinjiang Climate Center;
ZHOU Jingwu;GAO Ying;SHEN Yongping;HAN Tianding;MAO Weiyi;Bayingolin Hydrology and Water Resources Reconnaissance Bureau;China Southwest Geotechnical Investigation and Design Institute Co.;Ltd;Cold and Arid Regions Environmental and Engineering Research Institute;Chinese Academy of Sciences;Xinjiang Climate Center;
..............page:1042-1048
..............page:1049