Pre-evaluation on stability of proposed expressway embankment with existing geothermal regulation measures in permafrost regions

Xiao-xiao Luo , Qin-guo Ma , Hai-qiang Jiang

Journal of Central South University ›› 2021, Vol. 28 ›› Issue (1) : 264 -283.

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Journal of Central South University ›› 2021, Vol. 28 ›› Issue (1) : 264 -283. DOI: 10.1007/s11771-021-4601-5
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Pre-evaluation on stability of proposed expressway embankment with existing geothermal regulation measures in permafrost regions

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Abstract

Embankment stability is the primary problem for the expressway construction in permafrost regions. The proposed Qinghai-Tibet Expressway (QTE) is planned to construct along the Qinghai-Tibet Project Corridor. Confronted with harsh environmental condition and intense heat exchange between earth and atmosphere, it is necessary to predict and evaluate the stability of the proposed QTE. In this study, the factors affecting the embankment stability are analyzed firstly. And then, a scheme for the stability evaluation of the embankment is established. Finally, the evaluation scheme is used for the pre-evaluation of the stability for the proposed QTE with different geothermal regulation measures (GRMs). The results indicate that the influencing factors include climatic environment, permafrost property, engineering condition and geological condition, and among them, engineering condition and permafrost property are the main influence factors for embankment stability. The stability of the proposed QTE varies greatly in the different geomorphological regions. The application effect and contribution to embankment stability of the existing GRMs are different, and using GRMs cannot completely overcome the influence of various factors on expressway stability. In the construction process, different GRMs should be adopted depending on the geomorphological environment where the embankment is located to ensure the embankment stability.

Keywords

permafrost / expressway embankment / influencing factor / stability evaluation / geothermal regulation measures

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Xiao-xiao Luo, Qin-guo Ma, Hai-qiang Jiang. Pre-evaluation on stability of proposed expressway embankment with existing geothermal regulation measures in permafrost regions. Journal of Central South University, 2021, 28(1): 264-283 DOI:10.1007/s11771-021-4601-5

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References

[1]

ChengG-dong. The mechanism of repeated-segregation for the formation of thick layered ground ice [J]. Cold Regions Science and Technology, 1983, 8(1): 57-66

[2]

ZhaoL, DingY-j, LiuG-y, WangS-l, JinH-jun. Estimates of the reserves of ground ice in permafrost regions on the Tibetan Plateau [J]. Journal of Glaciology and Geocryology, 2010, 32(1): 1-9(in Chinese)

[3]

PengH, MaW, MuY-h, JinL. Impact of permafrost degradation on embankment deformation of Qinghai-Tibet Highway in permafrost regions [J]. Journal of Central South University, 2015, 22(3): 1079-1086

[4]

LinZ-j, NiuF-j, LuoJ, LuJ-h, LiuH. Changes in permafrost environments caused by construction and maintenance of Qinghai-Tibet Highway [J]. Journal of Central South University, 2011, 18(5): 1454-1464

[5]

MaW, NiuF-j, MuY-hu. Basic research on the major permafrost projects in the Qinghai-Tibet plateau [J]. Advances in Earth Science, 2012, 27(11): 1185-1191(in Chinese)

[6]

YuQ-h, FanK, YouY-h, GuoL, YuanC. Comparative analysis of temperature variation characteristics of permafrost roadbeds with different widths [J]. Cold Regions Science and Technology, 2015, 117: 12-18

[7]

MaT, TangT, HuangX-m, WangH. Numerical analysis on thermal regime of wide embankment in permafrost regions of Qinghai-Tibet Plateau [J]. Journal of Central South University, 2016, 23(12): 3346-3355

[8]

ChengG-d, SunZ-z, NiuF-jun. Application of the roadbed cooling approach in Qinghai-Tibet railway engineering [J]. Cold Regions Science and Technology, 2008, 53(3): 241-258

[9]

LiuM-h, LiG-y, NiuF-j, LinZ-j, ShangY-hu. Porosity of crushed rock layer and its impact on thermal regime of Qinghai-Tibet Railway embankment [J]. Journal of Central South University, 2017, 24(4): 977-987

[10]

YuQ-h, NiuF-j, PanX-c, BaiY, ZhangM-yi. Investigation of embankment with temperature-controlled ventilation along the Qinghai-Tibet Railway [J]. Cold Regions Science and Technology, 2008, 53(2): 193-199

[11]

WenZ, ShengY, MaW, QiJ-l, WuJ-chun. Analysis on effect of permafrost protection by two-phase closed thermosyphon and insulation jointly in permafrost regions [J]. Cold Regions Science and Technology, 2005, 43(3): 150-163

[12]

DongY-h, PeiW-s, LiuG, JinL, ChenD-G. In-situ experimental and numerical investigation on the cooling effect of a multi-lane embankment with combined crushed-rock interlayer and ventilated ducts in permafrost regions [J]. Cold Regions Science and Technology, 2014, 104–105: 97-105

[13]

WenZ, ShengY, MaW, QiJ-lin. Evaluation of EPS application to embankment of Qinghai-Tibetan railway [J]. Cold Regions Science and Technology, 2005, 41(3): 235-247

[14]

LaiY-m, WangQ-s, NiuF-j, ZhangK-hua. Three-dimensional nonlinear analysis for temperature characteristic of ventilated embankment in permafrost regions [J]. Cold Regions Science and Technology, 2004, 38(2): 165-184 3

[15]

ZhangM-yiStudy on long-term thermal stability of air cooled subgrade in permafrost regions [D], 2007, Lanzhou, Cold and Arid Regions Environmental and Engineering Research Institute, The Chinese Academy of Sciences(in Chinese)

[16]

YuW-b, LiuW-b, ChenL, YiX, HanF-l, HuD. Evaluation of cooling effects of crushed rock under sand-filling and climate warming scenarios on the Tibet Plateau [J]. Applied Thermal Engineering, 2016, 92: 130-136

[17]

YuF, ZhangM-y, LaiY-m, LiuY-z, QiJ-l, YaoX-liang. Crack formation of a highway embankment installed with two-phase closed thermosyphons in permafrost regions: Field experiment and geothermal modelling [J]. Applied Thermal Engineering, 2017, 115: 670-681

[18]

QinY-h, TanK-h, LiangJ. Theory and procedure for measuring the albedo of a roadway embankment [J]. Cold Regions Science and Technology, 2016, 126: 30-35

[19]

TanK-h, QinY-h, LiangJ, PangR-y, LiY-feng. Theory and application of measuring the albedo of crushed-rock layer embankment in permafrost regions [J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(1): 254-260(in Chinese)

[20]

LevinsonR, AkbariH, ReillyJ C. Cooler tile-roofed buildings with near-infrared-reflective non-white coatings [J]. Building and Environment, 2007, 42(7): 2591-2605

[21]

BaneshiM, MaruyamaS, KomiyaA. Comparison between aesthetic and thermal performances of copper oxide and titanium dioxide nano-particulate coatings [J]. Journal of Quantitative Spectroscopy and Radiative Transfer, 2011, 112(7): 1197-1204

[22]

QinY-h, TanK-h, YangH-f, LiF-hua. The albedo of crushed-rock layers and its implication to cool roadbeds in permafrost regions [J]. Cold Regions Science and Technology, 2016, 128: 32-37

[23]

QinY-h, HillerJ E. Understanding pavement-surface energy balance and its implications on cool pavement development [J]. Energy and Buildings, 2014, 85: 389-399

[24]

WangS-l, MiH-zhen. The change of permafrost under roadbed with asphalt pavement along the Qinghai-Tibet highway [J]. Journal of Glaciology and Geocryology, 1993, 15(4): 566-573(in Chinese)

[25]

LiuJ-k, TongC-j, FangJ-hongInductions of geotechnical engineering in cold area [M], 2005, Beijing, China Railway Press(in Chinese)

[26]

JinH-j, WangS-l, YuQ-h, WuQ-b, WeiZ. Regionalization and assessment of environmental geological conditions of frozen soils along the Qinghai-Tibet Engineering Corridor [J]. Hydrogeology & Engineering Geology, 2006, 33(6): 66-71137. (in Chinese)

[27]

QiC-q, WuQ-b, ShiB, TangC-S. Reliability analysis of thawing settlement of permafrost subgrade based on genetic algorithm [J]. Rock and Soil Mechanics, 2006, 27(8): 1429-14321436. (in Chinese)

[28]

QiC-q, WuQ-b, ShiB, WuJ-m, YuJ. Application of BP neural network on deformation prediction for permafrost embankment [J]. Hydrogeology & Engineering Geology, 2007, 34(4): 27-30(in Chinese)

[29]

MiaoJ-l, ChenX, LvY-n, WangD-Y. Prediction on deformation and reliability of subgrade of Qinghai-Tibet Railway based on BP neural network method [J]. Journal of Natural Disasters, 2018, 27(4): 83-89(in Chinese)

[30]

CaoW, ShengY, QinY-h, LiJ, WuJ-chun. An application of a new method in permafrost environment assessment of Muli mining area in Qinghai-Tibet Plateau, China [J]. Environmental Earth Sciences, 2011, 63(3): 609-616

[31]

ZhaoH-t, WuQ-b, ZhangZ-q, HouY-dong. Assessment of cooling effect of the crushed rock embankment based on catastrophe progression method [J]. Chinese Journal of Rock Mechanics and Engineering, 2019, 38(8): 1686-1695(in Chinese)

[32]

HuoM, ChenJ-b, ZhuD-p, ZhangJ-zhao. Study of early warning on roadbed diseases of Qinghai-Tibet highway in permafrost regions [J]. Rock and Soil Mechanics, 2010, 31(1): 331-336(in Chinese)

[33]

CaoW, ChenJ, ZhangB, WuJ-c, LiJ, ShengY. Fuzzy evaluation of the effect of rubble roadbed engineering in permafrost regions along the Chaidaer-Muli Railway in Qinghai Province [J]. Journal of Glaciology and Geocryology, 2015, 37(6): 1555-1562(in Chinese)

[34]

AnderslandO B, ladanyiBFrozen ground engineering [M], 2004, New Jersey, John Wiley and Sons

[35]

WuZ-w, LiuY-zhiFrozen subsoil and engineering [M], 2005, Beijing, China Ocean Press(in Chinese)

[36]

ZhouZ, LiuZ-z, YangH, GaoW-y, ZhangC-C. Freeze-thaw damage mechanism of elastic modulus of soil-rock mixtures at different confining pressures [J]. Journal of Central South University, 2020, 27(2): 554-565

[37]

QuY-l, NiW-k, NiuF-j, MuY-h, ChenG-l, LuoJ. Mechanical and electrical properties of coarse-grained soil affected by cyclic freeze-thaw in high cold regions [J]. Journal of Central South University, 2020, 27(3): 853-866

[38]

YuFInvestigation on settlement mechanism of roadway embankments in permafrost regions [D], 2013, Lanzhou, Cold and Arid Regions Environmental and Engineering Research Institute, The Chinese Academy of Sciences(in Chinese)

[39]

ChouY-lingStudy on shady-sunny effect and the forming mechanism of the longitudinal embankment crack in permafrost [D], 2008, Lanzhou, Cold and Arid Regions Environmental and Engineering Research Institute, The Chinese Academy of Sciences(in Chinese)

[40]

GUO Yan-wei, LI Sheng-tao, GENG Xin. Main water disasters and hydrogeological mechanisms on Qinghai-Tibet Highway (Kunlun Mountain pass to Wudaoliang) [J]. Subgrade Engineering, 2012(6): 45–48. (in Chinese)

[41]

FanJ-j, LiS-t, ZhangS-q, WangX-m, LiR. Main water disasters and hydrogeological mechanism in Kunlun mountain-Qingshui river section of Qinghai-Tibet engineering corridor [J]. Geotechnical Investigation & Surveying, 2012, 40(1): 43-4890. (in Chinese)

[42]

WuZ-w, ZhuL-n, GuoX-m, WangX-y, FangJ-hong. Critical height of the embankment in the permafrost regions along the Qinghai-Kangding highway [J]. Journal of Glaciolgy and Geocryology, 1998, 20(1): 3-5(in Chinese)

[43]

ZhangM-y, ZhangJ-m, LaiY-ming. Numerical analysis for critical height of railway embankment in permafrost regions of Qinghai-Tibetan plateau [J]. Cold Regions Science and Technology, 2005, 41(2): 111-120

[44]

ZhangJ-m, ZhangJ-z, LiuY-zhi. Study on the reasonable embankment height of Qinghai-Tibet Railway in permafrost regions [J]. China Railway Science, 2006, 27(5): 28-34(in Chinese)

[45]

MaQ-g, LaiY-m, WuD-y, LiaoM-ke. Analysis of critical height of railway embankment in permafrost region [J]. China Railway Science, 2015, 36(6): 8-15(in Chinese)

[46]

ZhangL-x, YuanS-c, YangY-ping. Mechanism and prevention of deformation cracks of embankments in the permafrost region along Qinghai-Xizang Railway [J]. Quaternary Sciences, 2003, 23(6): 604-610(in Chinese)

[47]

MaQ-g, LaiY-m, WuD-Y. Analysis of temperature field of high grade highway embankment in permafrost regions [J]. Journal of Central South University (Science and Technology), 2016, 47(7): 2415-2423(in Chinese)

[48]

YuQ-h, MuY-h, YuanC, MaW, PanX-cai. The cold accumulative effect of expressway embankment with a combined cooling measure in permafrost zones [J]. Cold Regions Science and Technology, 2019, 163: 59-67

[49]

ChangX-l, JinH-j, WangY-p, ZhangY-l, ZhouG-y, CheF-q, ZhaoY-mei. Influences of vegetation on permafrost: A review [J]. Acta Ecologica Sinica, 2012, 32(24): 7981-7990 in Chinese)

[50]

WangS-j, JinL, MuK, ZhuD-p, ChenD-g, DongY-hong. Distresses and countermeasures of highway subgrade in plateau permafrost regions [J]. Engineering Sciences, 2017, 19(6): 140-146(in Chinese)

[51]

YuQ-h, PanX-c, ChengG-d, HeN-wu. An experimental study on the cooling mechanism of a shading board in permafrost engineering [J]. Cold Regions Science and Technology, 2008, 53(3): 298-304

[52]

RegehrJ D, milliganC A, montufarJ, AlfaroM. Review of effectiveness and costs of strategies to improve roadbed stability in permafrost regions [J]. Journal of Cold Regions Engineering, 2013, 27(3): 109-131

[53]

ChenJ, HuZ-y, DouS, QianZ-yu. Yin-Yang Slope problem along Qinghai-Tibetan Lines and its radiation mechanism [J]. Cold Regions Science and Technology, 2006, 44(3): 217-224

[54]

ChenJ, XuS-h, DouS, ZhangL-xin. Observation and study of cooling radius of heat pipes in swampy permafrost regions along Qaidar-Muli Railway [J]. Journal of Glaciology and Geocryology, 2011, 33(4): 897-901(in Chinese)

[55]

YuQ-h, PanX-c, ChengG-d, HeN-wu. Study on main influential factors on ventilated embankment and corresponding measures [J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(S1): 3045-3051(in Chinese)

[56]

ShengY, MaW, WenZ, ZhangM-yi. Analysis of difference in thermal state between south faced slope and north faced slope of railway embankment in permafrost region [J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(17): 199-203(in Chinese)

[57]

QinY-h, ZhangJ-ming. A review on the cooling effect of duct-ventilated embankments in China [J]. Cold Regions Science and Technology, 2013, 95: 1-10

[58]

YuQ-h, ChengG-d, NiuF-jun. The application of auto-temperature-controlled ventilation embankment in Qinghai-Tibet Railway [J]. Science in China Series D-Earth Sciences, 2004, 47(1): 168-176

[59]

FanKResearch on the deformation control and the stability techniques of highway embankment in high altitude and cold regions [D], 2015, Lanzhou, Cold and Arid Regions Environmental and Engineering Research Institute, The Chinese Academy of Sciences(in Chinese)

[60]

AhmedS, RiazA K. Temperature monitoring and compressibility measurement of a tire shred embankment: Winnipeg, Manitoba, Canada [J]. Transportation Research Record Journal of the Transportation Research Board, 2002, 1808(1): 67-75

[61]

WangA-g, MaW, WuZ-jian. Study on influence of sand-and-gravel layer thickness upblock-stone railway embankment on cooling effect of frozen-soil foundation [J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(13): 2333-2341(in Chinese)

[62]

WuQ-b, CuiW, LiuY-zhi. The cooling effect of U-type crushed rock embankment on permafrost [J]. Journal of Glaciology and Geocryology, 2010, 32(3): 532-537(in Chinese)

[63]

WuQ-b, ZhaoH-t, ZhangZ-q, ChenJ, LiuY-zhi. Long-term role of cooling the underlying permafrost of the crushed rock structure embankment along the Qinghai-Xizang Railway [J]. Permafrost and Periglacial Processes, 2020, 31(1): 172-183

[64]

WuJ-j, MaW, SunZ-z, WenZ. In-situ study on cooling effect of the two-phase closed thermosyphon and insulation combinational embankment of the Qinghai-Tibet Railway [J]. Cold Regions Science and Technology, 2010, 60(3): 234-244

[65]

YuanC, YuQ-h, YouY-h, GuoL. Formation mechanism of longitudinal cracks in expressway embankments with inclined thermosyphons in warm and ice-rich permafrost regions [J]. Applied Thermal Engineering, 2018, 133: 21-32

[66]

ZhangM-y, LaiY-m, DongY-hong. Three-dimensional nonlinear analysis for the cooling characteristics of crushed-rock interlayer embankment with ventilated duct along the Qinghai-Tibet Expressway in permafrost regions [J]. Journal of Cold Regions Engineering, 2010, 24(4): 126-141

[67]

DongY-h, LaiY-m, LiJ-b, YangY-gui. 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 3

[68]

ZhangM-y, ZhangX-y, LiS-y, WuD-y, PeiW-s, LaiY-ming. Evaluating the cooling performance of crushed-rock interlayer embankments with unperforated and perforated ventilation ducts in permafrost regions [J]. Energy, 2015, 93: 874-881

[69]

ZhangM-y, LaiY-m, WuQ-b, YuQ-h, ZhaoT, PeiW-s, ZhangJ-ming. A full-scale field experiment to evaluate the cooling performance of a novel composite embankment in permafrost regions [J]. International Journal of Heat and Mass Transfer, 2016, 95: 1047-1056

[70]

QianJ, YuQ-h, JiangZ-q, GuW, YouY-hui. Experiment on convective and cooling process of macrovoid hollow concrete brick layer [J]. China Journal of Highway and Transport, 2011, 24(3): 8-15(in Chinese)

[71]

XiaoJ-z, LaiY-m, ZhangX-f, YuW-b, ZhangS-juan. Three-dimensional temperature character analysis the land bridge on the Qinghai-Tibet Railway [J]. Journal of Glaciology and Geocryology, 2004, 26(4): 426-434(in Chinese)

[72]

NiuF-j, LinZ-j, LuJ-h, LiuH. Study of the influencing factors of roadbed settlement in embankment-bridge transition section along Qinghai-Tibet Railway [J]. Rock and Soil Mechanics, 2011, 32(S2): 372-377(in Chinese)

[73]

LiR, ZhaoL, DingY-j, WuT-h, XiaoY, XinY-f, SunL-c, HuG-j, ZouD-f, JiaoY-l, QingY-hui. Variation characteristics of global radiation over the Tibetan Plateau during the past 40 years [J]. Journal of Glaciology and Geocryology, 2012, 34(6): 1319-1327(in Chinese)

[74]

ZhouB-r, LiF-x, YanL-d, ZhangH-j, HeY-qing. Research on model of solar radiation estimation in Qinghai Province [J]. Chinese Journal of Agrometeorology, 2011, 32(4): 495-499

[75]

LuC-x, WangL, XieG-d, LengY-fa. Altitude effect of precipitation and spatial distribution of Qinghai-Tibetan Plateau [J]. Journal of Mountain Science, 2007, 25(6): 655-663(in Chinese)

[76]

ZhuX-d, LiL, QinN-s, ZhouL-s, WangQ-chun. Studies on climatic variation and anomaly types of the annual precipitation over Qinghai-Tibetan Plateau [J]. Scientia Meteorologica Sinica, 2003, 23(4): 452-459(in Chinese)

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