[1].Sensitivity of freezing and thawing influence factors of pipeline foundation soils in permafrost region[J].油气储运,2020,39(10):1-15.
 WANG Wei,DU Wenyou,TANG Yangang,et al.Sensitivity of freezing and thawing influence factors of pipeline foundation soils in permafrost region[J].Oil & Gas Storage and Transportation,2020,39(10):1-15.
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Sensitivity of freezing and thawing influence factors of pipeline foundation soils in permafrost region

参考文献/References:


[1] BRONFENBRENER L,KORIN E. Thawing and refreezing around a buried pipe[J]. Chemical Engineering and Processing, 1999,38(1):239-247.
[2] OSOKIN N I,SAMOILOV R S,SOSNOVSKIY A V. On evaluation of influence of variability of snow cover properties on a freezing of grounds[J]. Cryosphere of the Earth,1999,3(1): 3-10.
[3] LENG Y F. Experimental research on physical mechanical properties and numerical analysis on temperature field of permafrost of China-Russia Oil Pipeline[D]. Changchun:Jilin University,2011:57-103.
[4] JI Y J,JIN H J,ZHANG J M,HE N W. Experimental study of the frost-heaving ratio of the typical soil samples along the China-Russia Crude Oil Pipeline[J]. Journal of Glaciology and Geocryology,2008,30(2):296-300.
[5] CHEN Y M. The statistical analysis and classification study on thawing settlement characteristics of permafrost[D]. Changchun: Jilin University,2008:18-55.
[6] LYU Y L,LENG Y F,JIANG L,ZHANG X F. A study of classification of thaw-settlement properties of permafrost[J]. Journal of Glaciology and Geocryology,2011,33(4):760-764.
[7] DI Y,SHUAI J,KONG L Z. The frost heave of frozen soil and its effect on the pipeline[J]. Chinese Journal of Underground Space and Engineering,2016,12(3):634-639,728.
[8] WANG W,ZHANG X F,LYU Y. An open frozen-heave test on the pipeline foundation soils in the permafrost regions[J]. Natural Gas Industry,2017,37(10):93-99.
[9] JI Y J,JIN H J,WANG G S,ZHANG J M. Thaw-stability assessment of the permafrost foundation soil along the proposed China-Russia Crude Oil Pipeline from Mo'he to Daqing[J]. Journal of Engineering Geology,2010,18(2):241-251.
[10] FAN S Z,LI G Y,MU Y H,WANG Y P,WANG F. Study on thermal hazards assessment at a typical site along the Mo'he- Daqing section of China-Russia Crude Oil Pipeline[J]. Journal of Disaster Prevention and Mitigation Engineering,2017,3(7 3): 456-461,486.
[11] HUANG L,SHENG Y,HU X Y,WANG S T,HUANG X B,HE B B. Stress analysis of pipelines subjected to frost heave based on the theory of elastic foundation beam[J]. Journal of Glaciology and Geocryology,2018,40(1):70-78.
[12] WANG W,ZHANG X F,LYU Y. Research on the frost heaving,thawing settlement and thermotics properties of ground soils along the China-Russia Crude Oil Pipeline[J]. Journal of Southwest Jiaotong University,2020,5(4):733-742.
[13] BAO J A,YANG P,CHEN C. Research on factors influencing frost heaving and thaw collapsing based on grey relational preponderance analysis[J]. Subgrade Engineering,2012(1): 21-23.
[14] ZHAO Y H,MI W J,WU X P,MIAO X Y. The sensitivity analysis for the influence factors of thawing settlement coefficient of silty clay in Lanzhou area based on the grey correlation degree[J]. Construction Technology,2016,45(S1): 353-355.
[15] BI G Q ,M U L J ,W ANG D. Freezing and thawing characteristics of silty clay along Lanzhou subway[J]. Journal of Lanzhou University of Technology,2018,44(2): 113-116.
[16] ZHANG Y Q,YANG P,JIANG W Y,ZHANG T. Study on triaxial strength and constitutive model of silty clay permafrost[J]. Chinese Journal of Civil Engineering,2019, 52(S1):8-15.
[17] ZHAO Z H,YANG S S,HAO R Q,NIU S Q,YANG H H, PANG X. Experimental and numerical simulation study on freezing and thawing characteristics of different soil samples[J]. Science Technology and Engineering,2019,19(21):245-252.
[18] XU M X,CAO Y,JIANG X L,JI X H,ZHANG W D, WANG Y T. Experimental study on unidirectional melting and sedimentation characteristics of rhizome silty clay[J]. Journal of Inner Mongolia University(Natural Science Edition),2019, 50(6):679-685.
[19] XIAO X P. Theory and application of grey system analysis[M]. Dalian:Dalin Maritime University Press, 1997:18-44.
[20] YE Y C,KE L H,HUANG D Y. System comprehensive evaluation technology and application[ M]. Beijing: Metallurgical Industrial Press,2006:165-187.
[21] RUAN Y F,YE L Y. Determination of deep foundation pit supporting scheme by using the grey system theory and method[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(7):1203-1206.
[22] WEI B L,XIE N M. Unified representation and properties of generalized grey relational analysis models[J]. Systems Engineering-Theory & Practice,2019,39(1):226-235.
[23] WANG J B,WANG X L,ZHOU L G,SHAO L. Pipeline risk factor weighting method based on subjective-objective integrated weight[J]. Oil & Gas Storage and Transportation,2019,38(7): 745-750.

更新日期/Last Update: 2021-10-25