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Study on thermal performance of novel asymmetric crushed-rock-based embankment on the Qinghai-Tibet Railway in permafrost region
Railway embankments in permafrost regions are often affected by serious thaw settlement diseases resulting from permafrost degradation. For this reason, a novel, asymmetric crushed-rock-based embankment (ACBE) structure was employed in the construction of the Qinghai-Tibet Railway in Beiluhe, China,...
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Published in: | International journal of thermal sciences 2020-06, Vol.152, p.106333, Article 106333 |
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description | Railway embankments in permafrost regions are often affected by serious thaw settlement diseases resulting from permafrost degradation. For this reason, a novel, asymmetric crushed-rock-based embankment (ACBE) structure was employed in the construction of the Qinghai-Tibet Railway in Beiluhe, China, in order to increase cooling capacity and protect the transverse thermal stability of the tracks. This study developed a heat transfer model which accounts for heat conduction occurring in the soil layers and the air convection occurring in its crushed-rock layers. The model helped to reveal the forced convection mechanism of air within the crushed-rock layer. The thermal characteristics of the ACBE for different soil layers were analyzed using ten years of measured data, and its long-term thermal regime was predicted by numerical model. Results indicate that novel ACBE plays a positive role in lifting the permafrost table (PT), lowering the ground temperature surrounding the PT, and maintaining the embankment's temperature distribution symmetry. Novel ACBE is thus an effective, active cooling measure which can mitigate permafrost degradation and transverse non-uniform deformation. These findings provide important guidance for future embankment construction in permafrost regions.
•A heat transfer model which utilizes air convection in crushed-rock was developed.•A novel asymmetric crushed rock-based embankment (ACBE) structure was employed.•The thermal performance of the ACBE for different soil layers was analyzed.•ACBE is effective at preventing permafrost degradation and non-uniform deformation. |
doi_str_mv | 10.1016/j.ijthermalsci.2020.106333 |
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•A heat transfer model which utilizes air convection in crushed-rock was developed.•A novel asymmetric crushed rock-based embankment (ACBE) structure was employed.•The thermal performance of the ACBE for different soil layers was analyzed.•ACBE is effective at preventing permafrost degradation and non-uniform deformation.</description><identifier>ISSN: 1290-0729</identifier><identifier>EISSN: 1778-4166</identifier><identifier>DOI: 10.1016/j.ijthermalsci.2020.106333</identifier><language>eng</language><publisher>Elsevier Masson SAS</publisher><subject>Asymmetric crushed-rock-based embankment ; Cooling performance ; Heat transfer model ; Permafrost ; Thermal regime</subject><ispartof>International journal of thermal sciences, 2020-06, Vol.152, p.106333, Article 106333</ispartof><rights>2020</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c324t-62c6b77f784a82c1e5528a2628ff56ccf3fe0b65cc568c049176b8c72a8983c33</citedby><cites>FETCH-LOGICAL-c324t-62c6b77f784a82c1e5528a2628ff56ccf3fe0b65cc568c049176b8c72a8983c33</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27922,27923</link.rule.ids></links><search><creatorcontrib>Tai, Bowen</creatorcontrib><creatorcontrib>Wu, Qingbai</creatorcontrib><creatorcontrib>Zhang, Zhongqiong</creatorcontrib><creatorcontrib>Xu, Xiaoming</creatorcontrib><title>Study on thermal performance of novel asymmetric crushed-rock-based embankment on the Qinghai-Tibet Railway in permafrost region</title><title>International journal of thermal sciences</title><description>Railway embankments in permafrost regions are often affected by serious thaw settlement diseases resulting from permafrost degradation. For this reason, a novel, asymmetric crushed-rock-based embankment (ACBE) structure was employed in the construction of the Qinghai-Tibet Railway in Beiluhe, China, in order to increase cooling capacity and protect the transverse thermal stability of the tracks. This study developed a heat transfer model which accounts for heat conduction occurring in the soil layers and the air convection occurring in its crushed-rock layers. The model helped to reveal the forced convection mechanism of air within the crushed-rock layer. The thermal characteristics of the ACBE for different soil layers were analyzed using ten years of measured data, and its long-term thermal regime was predicted by numerical model. Results indicate that novel ACBE plays a positive role in lifting the permafrost table (PT), lowering the ground temperature surrounding the PT, and maintaining the embankment's temperature distribution symmetry. Novel ACBE is thus an effective, active cooling measure which can mitigate permafrost degradation and transverse non-uniform deformation. These findings provide important guidance for future embankment construction in permafrost regions.
•A heat transfer model which utilizes air convection in crushed-rock was developed.•A novel asymmetric crushed rock-based embankment (ACBE) structure was employed.•The thermal performance of the ACBE for different soil layers was analyzed.•ACBE is effective at preventing permafrost degradation and non-uniform deformation.</description><subject>Asymmetric crushed-rock-based embankment</subject><subject>Cooling performance</subject><subject>Heat transfer model</subject><subject>Permafrost</subject><subject>Thermal regime</subject><issn>1290-0729</issn><issn>1778-4166</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNqNkE1PwzAMhisEEmPwHyLuHUnaJik3ND6lSQgY5yh1nS3d2k5pB-qNn06q7cCRk1_J9mPriaJrRmeMMnFTzVzVr9HXZtuBm3HKx4ZIkuQkmjApVZwyIU5D5jmNqeT5eXTRdRWlVOY0n0Q_H_2-HEjbkCOG7NDbNqQGkLSWNO0XbonphrrG3jsg4PfdGsvYt7CJC9NhSbAuTLOpsemPIPLmmtXauHjpCuzJu3HbbzMQ14z02ljfdj3xuHJtcxmd2fA8Xh3rNPp8fFjOn-PF69PL_G4RQ8LTPhYcRCGllSo1igPDLOPKcMGVtZkAsIlFWogMIBMKaJozKQoFkhuVqwSSZBrdHrgQjncerd55Vxs_aEb16FJX-q9LPbrUB5dh-f6wjOHDL4dehwkMhkrnEXpdtu4_mF_ABodG</recordid><startdate>202006</startdate><enddate>202006</enddate><creator>Tai, Bowen</creator><creator>Wu, Qingbai</creator><creator>Zhang, Zhongqiong</creator><creator>Xu, Xiaoming</creator><general>Elsevier Masson SAS</general><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>202006</creationdate><title>Study on thermal performance of novel asymmetric crushed-rock-based embankment on the Qinghai-Tibet Railway in permafrost region</title><author>Tai, Bowen ; Wu, Qingbai ; Zhang, Zhongqiong ; Xu, Xiaoming</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c324t-62c6b77f784a82c1e5528a2628ff56ccf3fe0b65cc568c049176b8c72a8983c33</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Asymmetric crushed-rock-based embankment</topic><topic>Cooling performance</topic><topic>Heat transfer model</topic><topic>Permafrost</topic><topic>Thermal regime</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Tai, Bowen</creatorcontrib><creatorcontrib>Wu, Qingbai</creatorcontrib><creatorcontrib>Zhang, Zhongqiong</creatorcontrib><creatorcontrib>Xu, Xiaoming</creatorcontrib><collection>CrossRef</collection><jtitle>International journal of thermal sciences</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Tai, Bowen</au><au>Wu, Qingbai</au><au>Zhang, Zhongqiong</au><au>Xu, Xiaoming</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Study on thermal performance of novel asymmetric crushed-rock-based embankment on the Qinghai-Tibet Railway in permafrost region</atitle><jtitle>International journal of thermal sciences</jtitle><date>2020-06</date><risdate>2020</risdate><volume>152</volume><spage>106333</spage><pages>106333-</pages><artnum>106333</artnum><issn>1290-0729</issn><eissn>1778-4166</eissn><abstract>Railway embankments in permafrost regions are often affected by serious thaw settlement diseases resulting from permafrost degradation. For this reason, a novel, asymmetric crushed-rock-based embankment (ACBE) structure was employed in the construction of the Qinghai-Tibet Railway in Beiluhe, China, in order to increase cooling capacity and protect the transverse thermal stability of the tracks. This study developed a heat transfer model which accounts for heat conduction occurring in the soil layers and the air convection occurring in its crushed-rock layers. The model helped to reveal the forced convection mechanism of air within the crushed-rock layer. The thermal characteristics of the ACBE for different soil layers were analyzed using ten years of measured data, and its long-term thermal regime was predicted by numerical model. Results indicate that novel ACBE plays a positive role in lifting the permafrost table (PT), lowering the ground temperature surrounding the PT, and maintaining the embankment's temperature distribution symmetry. Novel ACBE is thus an effective, active cooling measure which can mitigate permafrost degradation and transverse non-uniform deformation. These findings provide important guidance for future embankment construction in permafrost regions.
•A heat transfer model which utilizes air convection in crushed-rock was developed.•A novel asymmetric crushed rock-based embankment (ACBE) structure was employed.•The thermal performance of the ACBE for different soil layers was analyzed.•ACBE is effective at preventing permafrost degradation and non-uniform deformation.</abstract><pub>Elsevier Masson SAS</pub><doi>10.1016/j.ijthermalsci.2020.106333</doi></addata></record> |
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subjects | Asymmetric crushed-rock-based embankment Cooling performance Heat transfer model Permafrost Thermal regime |
title | Study on thermal performance of novel asymmetric crushed-rock-based embankment on the Qinghai-Tibet Railway in permafrost region |
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