Please wait a minute...
Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Frontiers of Structural and Civil Engineering  2023, Vol. 17 Issue (7): 1047-1059   https://doi.org/10.1007/s11709-023-0034-6
  本期目录
Full-scale site evaluation of ventilation expressway embankments underlain by warm permafrost along the Gonghe−Yushu Expressway
Shuangjie WANG1,2,3, Qi ZHANG1,2,3(), Yuanhong DONG1,2,3, Kun YUAN1,2,3, Binhua HU1,2,3, Huilong ZHAO1,2,3, Nanlu ZHAO1,2,3
1. CCCC First Highway Consultants Co., Ltd., Xi’an 710065, China
2. State Key Laboratory of Road Engineering Safety and Health in Cold and High-Altitude Regions, Xi’an 710065, China
3. Qinghai Huashixia Permafrost Highway Engineering Safety National Observation and Research Station, Xi’an 710065, China
 全文: PDF(14143 KB)   HTML
Abstract

Ventilation embankments, including those with forced ventilation, natural ventilation, and combination of these, were adopted for the construction of the Gonghe−Yushu Expressway in warm permafrost areas. To evaluate the actual thermal performance of ventilation embankment in the Qinghai−Tibet Plateau, four types of ventilation embankments were selected as objects, and their long-term thermal characteristics were analyzed based on monitoring data. It was found that: 1) under the strong scale effect of a wide embankment, the crushed-rock embankment (CRE) was warming up and the permafrost table was declining year by year. Meanwhile, the combined ventilated slab and CRE and ventilated ducts embankment can effectively decrease the ground temperature and raise permafrost table in the year with a colder winter; 2) transverse temperature difference caused by the shady–sunny slope effect existed in all the four embankments. However, it was weakened by the combined ventilated slab and CRE and the ventilated ducts embankment due to their stronger cooling effect; and 3) the pre-existing embankment had a remarkable thermal disturbance to the adjacent newly-built embankment, so a reasonable embankment spacing should be considered in practical engineering. These findings would provide a reference for construction of expressway embankments in permafrost regions.

Key wordswarm permafrost    expressway    ventilation embankments    temperature field
收稿日期: 2023-02-28      出版日期: 2023-09-20
Corresponding Author(s): Qi ZHANG   
 引用本文:   
. [J]. Frontiers of Structural and Civil Engineering, 2023, 17(7): 1047-1059.
Shuangjie WANG, Qi ZHANG, Yuanhong DONG, Kun YUAN, Binhua HU, Huilong ZHAO, Nanlu ZHAO. Full-scale site evaluation of ventilation expressway embankments underlain by warm permafrost along the Gonghe−Yushu Expressway. Front. Struct. Civ. Eng., 2023, 17(7): 1047-1059.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-023-0034-6
https://academic.hep.com.cn/fsce/CN/Y2023/V17/I7/1047
Fig.1  
Fig.2  
Fig.3  
Fig.4  
Fig.5  
Fig.6  
Fig.7  
Fig.8  
Fig.9  
Fig.10  
Fig.11  
Fig.12  
Fig.13  
1 J D Regehr, C A Milligan, J Montufar, M Alfaro. Review of effectiveness and costs of strategies to improve roadbed stability in permafrost regions. Journal of Cold Regions Engineering, 2013, 27(3): 109–131
https://doi.org/10.1061/(ASCE)CR.1943-5495.0000054
2 Q B Wu, Y Z Liu, J M Zhang, C J Tong. A review of recent frozen soil engineering in permafrost regions along Qinghai−Tibet Highway, China. Permafrost and Periglacial Processes, 2002, 13(3): 199–205
https://doi.org/10.1002/ppp.420
3 X X Luo, Q H Yu, Q G Ma, Y H You, J C Wang, S Wang. Evaluation on the stability of expressway embankment combined with L-shaped thermosyphons and insulation boards in warm and ice-rich permafrost regions. Transportation Geotechnics, 2021, 30: 100633
https://doi.org/10.1016/j.trgeo.2021.100633
4 Y H QinJ M ZhangB ZhengX J Ma. Experimental study for the compressible behavior of warm and ice-rich frozen soil under the embankment of Qinghai−Tibet Railroad. Cold Regions Science and Technology, 2009, 57(2−3): 148−153
5 B Zheng, J M Zhang, Y H Qin. Investigation for the deformation of embankment underlain by warm and ice-rich permafrost. Cold Regions Science and Technology, 2010, 60(2): 161–168
https://doi.org/10.1016/j.coldregions.2009.08.012
6 M T Chai, J M Zhang, W Ma, Z H Yin, Y H Mu, H Zhang. Thermal influences of stabilization on warm and ice-rich permafrost with cement: Field observation and numerical simulation. Applied Thermal Engineering, 2019, 148: 536–543
7 X Luo, Q Yu, Q Ma, L Guo. Study on the heat and deformation characteristics of an expressway embankment with shady and sunny slopes in warm and ice-rich permafrost regions. Transportation Geotechnics, 2020, 24: 100390
https://doi.org/10.1016/j.trgeo.2020.100390
8 S J Wang, F J Niu, J B Chen, Y H Dong. Permafrost research in China related to express highway construction. Permafrost and Periglacial Processes, 2020, 31(3): 406–416
https://doi.org/10.1002/ppp.2053
9 B Tai, J Liu, D Chang. Experimental and numerical investigation on the sunny–shady slopes effect of three cooling embankments along an expressway in warm permafrost region, China. Engineering Geology, 2020, 269: 105545
https://doi.org/10.1016/j.enggeo.2020.105545
10 H Peng, W Ma, Y H Mu, L Jin, K Yuan. Degradation characteristics of permafrost under the effect of climate warming and engineering disturbance along the Qinghai−Tibet Highway. Natural Hazards, 2015, 75(3): 2589–2605
https://doi.org/10.1007/s11069-014-1444-5
11 Y H Dong, J B Chen, K Yuan, L Jin, D P Zhu, H J Zhang, H Peng. A field embankment test along the Gonghe−Yushu Expressway in the permafrost regions of the Qinghai−Tibet Plateau. Cold Regions Science and Technology, 2020, 170: 102941
https://doi.org/10.1016/j.coldregions.2019.102941
12 S J WangJ B ChenL JinY H DongD P Zhu. Scale effect of thermal budget of permafrost embankment. China Journal of Highway and Transport, 2015, 28(12): 9−16 (in Chinese)
13 Y H RanX LiG D Cheng. Climate warming has led to the degradation of permafrost stability in the past half century over the Qinghai−Tibet Plateau. The Cryosphere Discussions, 2017: 1–30
14 W Pei, M Zhang, S Li, Y Lai, L Jin. Thermo-mechanical stability analysis of cooling embankment with crushed-rock interlayer on a sloping ground in permafrost regions. Applied Thermal Engineering, 2017, 125: 1200–1208
https://doi.org/10.1016/j.applthermaleng.2017.07.105
15 S J Wang. Scale Effect Theory and Method of Road Embankments in Permafrost Regions. Beijing: Science Press, 2020 (in Chinese)
16 M Y Zhang, Y M Lai, Q H Wu, Q H Yu, T Zhao, W S Pei, J M Zhang. A full-scale field experiment to evaluate the cooling performance of a novel composite embankment in permafrost regions. International Journal of Heat and Mass Transfer, 2016, 95: 1047–1056
https://doi.org/10.1016/j.ijheatmasstransfer.2015.12.067
17 Y H Dong, W S Pei, G Liu, L Jin, D G Chen. 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. Cold Regions Science and Technology, 2014, 104: 97–105
https://doi.org/10.1016/j.coldregions.2014.05.003
18 J Liu, B Tai, J Fang. Ground temperature and deformation analysis for an expressway embankment in warm permafrost regions of the Tibet plateau. Permafrost and Periglacial Processes, 2019, 30(3): 208–221
https://doi.org/10.1002/ppp.2007
19 Y F Du, Q Shi, S Y Wang. Highly oriented heat-induced structure of asphalt pavement for reducing pavement temperature. Energy and Building, 2014, 85: 23–31
https://doi.org/10.1016/j.enbuild.2014.09.035
20 Y Qin, K Tan, J Liang. Theory and procedure for measuring the albedo of a roadway embankment. Cold Regions Science and Technology, 2016, 126: 30–35
https://doi.org/10.1016/j.coldregions.2016.03.005
21 S J WangG LiuQ C Na. Key Technologies of Highway Engineering Construction in Permafrost Regions. Shanghai: Shanghai Science and Technology Press, 2018 (in Chinese)
22 F Yu, J L Qi, X L Yao, Y Z Liu. In-situ monitoring of settlement at different layers under embankments in permafrost regions on the Qinghai−Tibet Plateau. Engineering Geology, 2013, 160: 44–53
https://doi.org/10.1016/j.enggeo.2013.04.002
23 S Wang, L Jin, K Mu, Y Dong. The temporal effect of distress developments of frozen embankments in the permafrost regions along the Qinghai−Tibet Highway. Journal of Testing and Evaluation, 2018, 90: 3059–3079
24 Q G Ma, X X Luo, J Q Gao, W Y Sun, Y D Li, T L Lan. Numerical evaluation for cooling performance of a composite measure on expressway embankment with shady and sunny slopes in permafrost regions. Energy, 2022, 244: 123194
https://doi.org/10.1016/j.energy.2022.123194
25 B W Tai, J K Liu, T F Wang, Y H Tian, J H Fang. Thermal characteristics and declining permafrost table beneath three cooling embankments in warm permafrost regions. Applied Thermal Engineering, 2017, 123: 435–447
https://doi.org/10.1016/j.applthermaleng.2017.05.031
26 H Batenipour, M Alfaro, D Kurz, J Graham. Deformations and ground temperatures at a road embankment in northern Canada. Canadian Geotechnical Journal, 2014, 51(3): 260–271
https://doi.org/10.1139/cgj-2012-0425
27 F Yu, J L Qi, Y M Lai, N Sivasithamparam, X L Yao, M Y Zhang, Y Z Liu, G L Wu. Typical embankment settlement/heave patterns of the Qinghai−Tibet Highway in permafrost regions: Formation and evolution. Engineering Geology, 2016, 214(13): 147–156
https://doi.org/10.1016/j.enggeo.2016.10.013
28 S M YangW Q Tao. Heat Transfer Theory. Beijing: Higher Education Press, 2006 (in Chinese)
29 X Z XuJ C WangL X Zhang. Physics of Frozen Soils. Beijing: Science Press, 2001 (in Chinese)
30 Z W WuY Z Liu. Frozen Subsoil and Engineering. Beijing: Ocean Press, 2005 (in Chinese)
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed