Investigation of Thermal Cooling Effectiveness of RRVCS for Permafrost Protection under Wide Expressway Embankment

In order to improve the thermal stability of wide embankment for the Qinghai-Tibet Expressway (QTE) to be constructed in permafrost zones on Qinghai-Tibet plateau, a new kind of reflective-resistant-ventilated coupling structure (RRVCS) was proposed and designed. A numerical model was then developed...

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Main Authors: Tao Tang, Tao Ma, Xiaoming Huang, Qiuming Xiao, Hao Wang, Guangji Xu
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2018/2196459
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author Tao Tang
Tao Ma
Xiaoming Huang
Qiuming Xiao
Hao Wang
Guangji Xu
author_facet Tao Tang
Tao Ma
Xiaoming Huang
Qiuming Xiao
Hao Wang
Guangji Xu
author_sort Tao Tang
collection DOAJ
description In order to improve the thermal stability of wide embankment for the Qinghai-Tibet Expressway (QTE) to be constructed in permafrost zones on Qinghai-Tibet plateau, a new kind of reflective-resistant-ventilated coupling structure (RRVCS) was proposed and designed. A numerical model was then developed through ABAQUS to investigate the influences of RRVCS on the thermal regime of wide embankment. The temperature field and thawing depth of normal wide embankment without protective measures, wide embankment with crushed stone layer, and wide embankment with RRVCS were compared to verify the cooling effectiveness of RRVCS based on numerical analysis. Vermiculite powder has great influences on the thermal property of asphalt mixture, and it can be reduced by 22.8%, 29.5%, 37.3%, and 50.6% after the addition of 4%, 6%, 8%, and 10% vermiculite powder, respectively. Under the same condition, the temperature of RRVCS embankment is the lowest and its thermal stability is the best. Setting crushed stone layer can improve the thermal stability of embankment. However, the improvement is limited for wide embankment with width exceeding 26 m. RRVCS has the best protective effects on the thermal stability of wide embankment and is recommended as a protective measure for wide embankment of expressway in permafrost regions of Qinghai-Tibet Plateau.
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issn 1687-8086
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language English
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series Advances in Civil Engineering
spelling doaj-art-346ef9b2a6ce4d06b68b6aeaf55700d22025-08-20T03:55:06ZengWileyAdvances in Civil Engineering1687-80861687-80942018-01-01201810.1155/2018/21964592196459Investigation of Thermal Cooling Effectiveness of RRVCS for Permafrost Protection under Wide Expressway EmbankmentTao Tang0Tao Ma1Xiaoming Huang2Qiuming Xiao3Hao Wang4Guangji Xu5School of Transportation, Southeast University, Nanjing 210096, ChinaSchool of Transportation, Southeast University, Nanjing 210096, ChinaSchool of Transportation, Southeast University, Nanjing 210096, ChinaSchool of Traffic and Transportation Engineering, Changsha University of Science and Technology, Changsha 410004, ChinaDepartment of Civil and Environmental Engineering, Rutgers, The State University of New Jersey, Newark, NJ 08854, USASchool of Transportation, Southeast University, Nanjing 210096, ChinaIn order to improve the thermal stability of wide embankment for the Qinghai-Tibet Expressway (QTE) to be constructed in permafrost zones on Qinghai-Tibet plateau, a new kind of reflective-resistant-ventilated coupling structure (RRVCS) was proposed and designed. A numerical model was then developed through ABAQUS to investigate the influences of RRVCS on the thermal regime of wide embankment. The temperature field and thawing depth of normal wide embankment without protective measures, wide embankment with crushed stone layer, and wide embankment with RRVCS were compared to verify the cooling effectiveness of RRVCS based on numerical analysis. Vermiculite powder has great influences on the thermal property of asphalt mixture, and it can be reduced by 22.8%, 29.5%, 37.3%, and 50.6% after the addition of 4%, 6%, 8%, and 10% vermiculite powder, respectively. Under the same condition, the temperature of RRVCS embankment is the lowest and its thermal stability is the best. Setting crushed stone layer can improve the thermal stability of embankment. However, the improvement is limited for wide embankment with width exceeding 26 m. RRVCS has the best protective effects on the thermal stability of wide embankment and is recommended as a protective measure for wide embankment of expressway in permafrost regions of Qinghai-Tibet Plateau.http://dx.doi.org/10.1155/2018/2196459
spellingShingle Tao Tang
Tao Ma
Xiaoming Huang
Qiuming Xiao
Hao Wang
Guangji Xu
Investigation of Thermal Cooling Effectiveness of RRVCS for Permafrost Protection under Wide Expressway Embankment
Advances in Civil Engineering
title Investigation of Thermal Cooling Effectiveness of RRVCS for Permafrost Protection under Wide Expressway Embankment
title_full Investigation of Thermal Cooling Effectiveness of RRVCS for Permafrost Protection under Wide Expressway Embankment
title_fullStr Investigation of Thermal Cooling Effectiveness of RRVCS for Permafrost Protection under Wide Expressway Embankment
title_full_unstemmed Investigation of Thermal Cooling Effectiveness of RRVCS for Permafrost Protection under Wide Expressway Embankment
title_short Investigation of Thermal Cooling Effectiveness of RRVCS for Permafrost Protection under Wide Expressway Embankment
title_sort investigation of thermal cooling effectiveness of rrvcs for permafrost protection under wide expressway embankment
url http://dx.doi.org/10.1155/2018/2196459
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