Distresses and Countermeasures of Highway Subgrade in Plateau Permafrost Regions

Shuangjie Wang, Long Jin, Ke Mu, Dongpeng Zhu, Donggen Chen, Yuanhong Dong

Strategic Study of CAE ›› 2017, Vol. 19 ›› Issue (6) : 140-146.

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Strategic Study of CAE ›› 2017, Vol. 19 ›› Issue (6) : 140-146. DOI: 10.15302/J-SSCAE-2017.06.020
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Distresses and Countermeasures of Highway Subgrade in Plateau Permafrost Regions

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Abstract

This study collects the maintenance history, reconstruction material, and disease data of the Qinghai–Tibet Highway (QTH) over the past 60 years. The QTH is then divided into a stable region, a basically stable region, an unstable region, and a highly unstable region according to the road disease rate. Subsequently, 134 km typical disease sections are selected, and the relations between the road diseases and the mean annual ground temperature (MAGT), permafrost degradation rate, and ice content are studied based on the survey data. The average road service life is also determined. Newly developed diseases and their temporal effect are analyzed using the treatment measure. Furthermore, new stabilizing technologies adaptive to large-scale permafrost subgrade (e.g., distributed ventilation subgrade, unidirectional heat conduction board subgrade, and integrated pavement-subgrade heat drainage structure) are introduced. The results show that the MAGT, degradation rate of permafrost tables, and ice content are negatively related to the road service life. In all kinds of treatment measures, thermosyphon, crushed-rock, insulation board, and ventilation duct plus flag and block stone have a higher effective rate in heat prevention compared to other measures.

Keywords

permafrost / temporal effect / subgrade distress / field investigation / large-scale subgrade / stabilizing technology

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Shuangjie Wang, Long Jin, Ke Mu, Dongpeng Zhu, Donggen Chen, Yuanhong Dong. Distresses and Countermeasures of Highway Subgrade in Plateau Permafrost Regions. Strategic Study of CAE, 2017, 19(6): 140‒146 https://doi.org/10.15302/J-SSCAE-2017.06.020

References

[1]
Jin L, Wang S J, Chen J B, et al. Study on the height effect of highway embankments in permafrost regions [J]. Cold Regions Science and Technology, 2012, 83–84(7): 122–130.
[2]
汪双杰, 霍明, 周文锦. 青藏公路多年冻土路基病害 [J]. 公路, 2004(5): 22–26.
[3]
Peng H, Ma W, Mu Y H, et al. Degradation characteristics of per-mafrost under the effect of climate warming and engineering dis-turbance along the Qinghai–Tibet highway [J]. Natural Hazards, 2015,75(3): 2589–2605.
[4]
Cheng G. A roadbed cooling approach for the construction of Qinghai-Tibet railway [J]. Cold Regions Science and Technology. 2005(42): 169–176.
[5]
Cheng G, Wu T. Responses of permafrost to climate change and 6 mR=1 m分流三通入口 间距1.5 m合流三通 出口合流三通 出口弥散式通风管路基填土路面粉质黏土风化泥岩60 m60 m10 m1:2.010 m3 m27 m图 8 弥散式通风管路基结构示意图 U型热棒图 9 单向导热板设计示意图上面层中面层下面层基层+路基太阳辐射图 10 高取向热诱导结构设计原理图146其他专题研究 高原冻土区公路路基病害及工程对策their environmental significance, Qinghai-Tibet Plateau [J]. Jour-nal of Geophysical Research Atmospheres, 2007,112(F2): 93–104.
[6]
Bray M T. Secondary creep approximations of ice-rich soils and ice using transient relaxation tests [J]. Cold Regions Science and Technology, 2013, 88(2): 17–36.
[7]
Collis P M, Morgenstern N R. Influence of ground ice variability on settlement in thawing permafrost [J]. Arquivos Brasileiros De Cardiologia, 2010, 81(4): 349–354.
[8]
Luetschg M, Lehning M, Haeberli W. A sensitivity study of factors influencing warm/thin permafrost in the Swiss Alps [J]. Journal of Glaciology, 2008, 54(187): 696–704.
[9]
Wen Z, Sheng Y, Ma W, et al. Evaluation of EPS application to embankment of Qinghai–Tibetan railway [J]. Cold Regions Sci-ence & Technology, 2005, 41(3): 235–247.
[10]
Wen Z, Sheng Y, Ma W, et al. Analysis on effect of permafrost pro-tection by two-phase closed thermosyphon and insulation jointly in permafrost regions [J]. Cold Regions Science and Technology, 2005, 43(3): 150–163.
[11]
Wu D, Jin L, Peng J, et al. The thermal budget evaluation of the two-phase closed thermosyphon embankment of the Qinghai– Tibet highway in permafrost regions [J]. Cold Regions Science and Technology, 2014, 10(3): 115–122.
[12]
汪双杰, 陈建兵, 黄晓明. 热棒路基降温效应的数值模拟 [J]. 交通运输工程学报, 2005(3): 41–46.
[13]
Dong Y H, Lai Y M, Zhang M Y, et al. Laboratory test on the com-bined cooling effect of L-shaped thermosyphons and thermal insu-lation on high-grade roadway construction in permafrost regions [J]. Sciences in Cold and Arid Regions, 2009, 1(4): 307–315.
[14]
Dong Y, Lai Y, Li J, et al. Laboratory investigation on the cooling effect of crushed-rock interlayer embankment with ventilated ducts in permafrost regions [J]. Cold Regions Science and Technology, 2010, 61(2): 136–142.
[15]
Lai Y, Ma W, Zhang M, et al. Experimental investigation on in-fluence of boundary conditions on cooling effect and mechanism of crushed-rock layers [J]. Cold Regions Science and Technology, 2006, 45(2): 114–121.
[16]
汪双杰, 孙斌祥, 徐学祖, 等. 路堤块石自然对流机理的室内模拟试验研究 [J]. 中国公路学报, 2004, 17(2): 19–24.
[17]
汪双杰, 刘戈, 叶莉, 等. 多年冻土区宽幅路基热效应防治对策研究 [J]. 中国公路学报, 2015, 28(12): 26–32.
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