Lateral thermal disturbance of embankments in the permafrost regions of the Qinghai-Tibet Engineering Corridor

Numerous engineering projects have been completed on the Qinghai-Tibet Plateau, and with continued economic growth, additional important engineering projects are being planned. Major transportation construction is largely restricted to the Qinghai-Tibet Engineering Corridor, which is as narrow as a few hundred meters in some places. In this narrow corridor, projects such as the Qinghai-Tibet Railway and the Qinghai-Tibet Highway can influence the stability of the permafrost. We use a numerical model to investigate the individual thermal disturbance caused by the Qinghai-Tibet Railway, the Qinghai-Tibet Highway, and the planned Qinghai-Tibet Expressway. To simulate an upper limit of disturbance under current climate we use the most unfavorable combination of engineering design practices, with unprotected embankments, a traditional ballast embankment for the Qinghai-Tibet Railway, and traditional asphalt pavement embankments for the Qinghai-Tibet Highway and the Qinghai-Tibet Expressway. The lateral thermal disturbance extent of the three projects increases linearly with embankment height. Under the same embankment heights, the lateral extent of thermal disturbance is smallest for the Qinghai-Tibet Railway and is largest for the full Qinghai-Tibet Expressway. The model results provide guidance for minimum distances between the transportation projects to prevent thermal interaction, as a function of embankment height and design. In future research it is important to evaluate the thermal disturbance scopes of other engineering structures, such as tunnels, bridges, and oil pipelines, and to evaluate the thermal interaction and cumulative impact of multiple structures under current and future climate scenarios.

[1]  Y. Lai,et al.  Laboratory investigation on the cooling effect of the embankment with L-shaped thermosyphon and crushed-rock revetment in permafrost regions , 2009 .

[2]  Luxin Zhang,et al.  Cooling effect of ripped-stone embankments on Qing-Tibet railway under climatic warming , 2003 .

[3]  Ming-yi Zhang,et al.  Three-Dimensional Nonlinear Analysis for the Cooling Characteristics of Crushed-Rock Interlayer Embankment with Ventilated Duct along the Qinghai-Tibet Expressway in Permafrost Regions , 2010 .

[4]  W. Ma,et al.  Degradation characteristics of permafrost under the effect of climate warming and engineering disturbance along the Qinghai–Tibet Highway , 2015, Natural Hazards.

[5]  Satya N. Atluri,et al.  Computational heat transfer , 1986 .

[6]  WU Qing-bai Thermal Stability of Roadbeds of the Qinghai-Tibet Railway in Permafrost Regions and the Main Freezing-thawing Hazards , 2011 .

[7]  Qingbai Wu,et al.  Interaction study of permafrost and highway along Qinghai-Xizang Highway , 2003 .

[8]  Guodong Cheng,et al.  A roadbed cooling approach for the construction of Qinghai–Tibet Railway , 2005 .

[9]  Wei,et al.  Qinghai-Tibet Expressway experimental research , 2010 .

[10]  Zhang Lu-xin,et al.  Thermosyphon technology and its application in permafrost , 2005 .

[11]  Zhizhong Sun,et al.  In-situ study on cooling effect of the two-phase closed thermosyphon and insulation combinational embankment of the Qinghai–Tibet Railway , 2010 .

[12]  Antonio Fasano,et al.  Numerical solution of phase-change problems , 1973 .

[13]  A. Bejan,et al.  Convection in Porous Media , 1992 .

[14]  Long Jin,et al.  In-situ study on cooling characteristics of two-phase closed thermosyphon embankment of Qinghai–Tibet Highway in permafrost regions , 2013 .

[15]  Cccc First,et al.  Analysis of the Cooling Effect of Block Stone Embankment at Wudaoliang Section of the Qinghai-Tibet Highway , 2014 .

[16]  W. Ma,et al.  Cooling processes and effects of crushed rock embankment along the Qinghai–Tibet Railway in permafrost regions , 2012 .

[17]  Cheng Guodong,et al.  Geocryology in China , 2001 .

[18]  Zhizhong Sun,et al.  Application of the roadbed cooling approach in Qinghai-Tibet railway engineering , 2008 .

[19]  J. M. Coulson,et al.  Heat Transfer , 2018, Finite Element Method for Solids and Structures.

[20]  Shao-yong Wang,et al.  Changes in permafrost environments along the Qinghai–Tibet engineering corridor induced by anthropogenic activities and climate warming , 2008 .