LI Guo-yu, MA Wei, WANG Xue-li, et al. Frost hazards and mitigative measures following operation of
Mohe-Daqing line of China-Russia crude oil pipeline[J]. 2015, 36(10): 2963-2973.
DOI:
LI Guo-yu, MA Wei, WANG Xue-li, et al. Frost hazards and mitigative measures following operation of
Mohe-Daqing line of China-Russia crude oil pipeline[J]. 2015, 36(10): 2963-2973.DOI: 10.16285/j.rsm.2015.10.030.
Frost hazards and mitigative measures following operation of
Mohe-Daqing line of China-Russia crude oil pipeline
On the basis of the experiences from some pipelines transporting oil and gas in permafrost regions
this paper investigates the formation process
influential factors
causing mechanisms of frost hazards and their impacts on the pipeline according to the results from the field surveys and ground penetrating radar (GPR) detections along the Mohe-Daqing line of China-Russia crude oil pipeline (CRCOP). In addition
some mitigative measures and research needs are proposed. Investigations show that the CRCOP has being encountered with some frost hazards including thaw settlement
frost mounds
icings
permafrost slopes
ice gouging and frost heave
which may cause damages to pipeline in the future. The monitored oil temperatures at three pumping stations show the lowest and highest oil temperatures are 0.42 ℃ and 16.2 ℃
respectively
during the period from 2011 to 2012. This year-round positive oil temperature becomes the predominant factor causing the current thaw settlement of permafrost surrounding the CRCOP in some sections. In the winter
the frost mounds
icings and floating ices potentially threaten the pipeline in some sections. The results can provide important references and bases for construction
design
operation and maintenance of the second CRCOP
the China-Russia gas pipeline
the Golmud-Lhasa and other pipelines in permafrost regions.
Experimental study of characteristics of frost and salt heaves of saline highway foundation soils in seasonally frozen regions in Gansu Province
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
Related Author
LI Guo-yu
YU Wen-bing
MA Wei
QI Ji-lin
JIN Hui-jun
SHENG Yu
YUAN Kun
ZHANG Jin-zhao
Related Institution
State key Laboratory of Frozen Soils Engineering ,CAREE, Chinese Academy of Sciences
CCCC First Highway Consultants Co., Ltd.
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