Freezing Damage to Tunnels in Cold Regions and Weights of Influencing Factors
Concrete materials are widely used in tunnel engineering. In China, the cold regions have gradually become the main area for highway and railway construction. Affected by high altitude, low temperature, turbulent wind, and other conditions, freezing damage, such as tunnel icing, occurs in concrete m...
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| Veröffentlicht in: | Sustainability 2022-11, Vol.14 (21), p.14637 |
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| creator | Li, Shuguang Shen, Yanjun Dong, Jianhua Ma, Wen Lv, You Ren, Shaoqiang Xie, Jiangsheng Ji, Shengli Xu, Jianping Wang, Xingli |
| description | Concrete materials are widely used in tunnel engineering. In China, the cold regions have gradually become the main area for highway and railway construction. Affected by high altitude, low temperature, turbulent wind, and other conditions, freezing damage, such as tunnel icing, occurs in concrete materials, which seriously affects the quality and operational safety of tunnels in cold regions. Therefore, it is necessary to carry out a quantitative analysis of various factors affecting freezing damage to protect concrete materials in tunnels. This paper summarizes various freezing damage phenomena in tunnels in cold regions and divides them into three types: water seepage and hanging ice type freezing damage, lining interface type freezing damage, and tunnel foundation ice accumulation type freezing damage. Based on the qualitative evaluation of each factor, the affiliation of each factor was divided. Then, the influence weight of each factor on freezing damage was obtained through the analytic hierarchy process, and then each factor was ranked. This study is helpful to the selection of anti-freezing measures for tunnels in cold regions. |
| doi_str_mv | 10.3390/su142114637 |
| format | Article |
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In China, the cold regions have gradually become the main area for highway and railway construction. Affected by high altitude, low temperature, turbulent wind, and other conditions, freezing damage, such as tunnel icing, occurs in concrete materials, which seriously affects the quality and operational safety of tunnels in cold regions. Therefore, it is necessary to carry out a quantitative analysis of various factors affecting freezing damage to protect concrete materials in tunnels. This paper summarizes various freezing damage phenomena in tunnels in cold regions and divides them into three types: water seepage and hanging ice type freezing damage, lining interface type freezing damage, and tunnel foundation ice accumulation type freezing damage. Based on the qualitative evaluation of each factor, the affiliation of each factor was divided. Then, the influence weight of each factor on freezing damage was obtained through the analytic hierarchy process, and then each factor was ranked. This study is helpful to the selection of anti-freezing measures for tunnels in cold regions.</description><identifier>ISSN: 2071-1050</identifier><identifier>EISSN: 2071-1050</identifier><identifier>DOI: 10.3390/su142114637</identifier><language>eng</language><publisher>Basel: MDPI AG</publisher><subject>Analysis ; Cold ; Cold regions ; Concrete ; Construction ; Design and construction ; Design engineering ; Drainage ; Freezing ; Groundwater ; High altitude ; Highway construction ; Ice accumulation ; Ice formation ; Low temperature ; Ma, Wen ; Quantitative analysis ; Railroads ; Railway engineering ; Railway tunnels ; Seepage ; Tunnels ; Turbulent wind</subject><ispartof>Sustainability, 2022-11, Vol.14 (21), p.14637</ispartof><rights>COPYRIGHT 2022 MDPI AG</rights><rights>2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c371t-f488b438f47bbe1585dbe09410eb1749bc48b5c2b48f3ff92063c906a17ba6ee3</citedby><cites>FETCH-LOGICAL-c371t-f488b438f47bbe1585dbe09410eb1749bc48b5c2b48f3ff92063c906a17ba6ee3</cites><orcidid>0000-0001-8109-4819 ; 0000-0002-3356-1627</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27923,27924</link.rule.ids></links><search><creatorcontrib>Li, Shuguang</creatorcontrib><creatorcontrib>Shen, Yanjun</creatorcontrib><creatorcontrib>Dong, Jianhua</creatorcontrib><creatorcontrib>Ma, Wen</creatorcontrib><creatorcontrib>Lv, You</creatorcontrib><creatorcontrib>Ren, Shaoqiang</creatorcontrib><creatorcontrib>Xie, Jiangsheng</creatorcontrib><creatorcontrib>Ji, Shengli</creatorcontrib><creatorcontrib>Xu, Jianping</creatorcontrib><creatorcontrib>Wang, Xingli</creatorcontrib><title>Freezing Damage to Tunnels in Cold Regions and Weights of Influencing Factors</title><title>Sustainability</title><description>Concrete materials are widely used in tunnel engineering. In China, the cold regions have gradually become the main area for highway and railway construction. Affected by high altitude, low temperature, turbulent wind, and other conditions, freezing damage, such as tunnel icing, occurs in concrete materials, which seriously affects the quality and operational safety of tunnels in cold regions. Therefore, it is necessary to carry out a quantitative analysis of various factors affecting freezing damage to protect concrete materials in tunnels. This paper summarizes various freezing damage phenomena in tunnels in cold regions and divides them into three types: water seepage and hanging ice type freezing damage, lining interface type freezing damage, and tunnel foundation ice accumulation type freezing damage. Based on the qualitative evaluation of each factor, the affiliation of each factor was divided. Then, the influence weight of each factor on freezing damage was obtained through the analytic hierarchy process, and then each factor was ranked. This study is helpful to the selection of anti-freezing measures for tunnels in cold regions.</description><subject>Analysis</subject><subject>Cold</subject><subject>Cold regions</subject><subject>Concrete</subject><subject>Construction</subject><subject>Design and construction</subject><subject>Design engineering</subject><subject>Drainage</subject><subject>Freezing</subject><subject>Groundwater</subject><subject>High altitude</subject><subject>Highway construction</subject><subject>Ice accumulation</subject><subject>Ice formation</subject><subject>Low temperature</subject><subject>Ma, Wen</subject><subject>Quantitative analysis</subject><subject>Railroads</subject><subject>Railway engineering</subject><subject>Railway tunnels</subject><subject>Seepage</subject><subject>Tunnels</subject><subject>Turbulent wind</subject><issn>2071-1050</issn><issn>2071-1050</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNpVkVFLwzAQx4soOOae_AIBn0Q2kyZt2scxnQ4mwpz4WJL0Uju6ZCYpqJ_ejPmw3T3ccfz-d_C_JLkmeEJpie99T1hKCMspP0sGKeZkTHCGz4_6y2Tk_QbHoJSUJB8kL3MH8NuaBj2IrWgABYvWvTHQedQaNLNdjVbQtNZ4JEyNPqBtPoNHVqOF0V0PRu3Fc6GCdf4qudCi8zD6r8Pkff64nj2Pl69Pi9l0OVaUkzDWrCgko4VmXEogWZHVEnDJCAZJOCulYoXMVCpZoanWZYpzqkqcC8KlyAHoMLk57N05-9WDD9XG9s7Ek1XK87KMNmAWqcmBakQHVWu0DU6omDVsW2UN6DbOp5xxUkRziii4PRFEJsB3aETvfbV4W52ydwdWOeu9A13tXLsV7qciuNr_ozr6B_0D5Gp6hw</recordid><startdate>20221101</startdate><enddate>20221101</enddate><creator>Li, Shuguang</creator><creator>Shen, Yanjun</creator><creator>Dong, Jianhua</creator><creator>Ma, Wen</creator><creator>Lv, You</creator><creator>Ren, Shaoqiang</creator><creator>Xie, Jiangsheng</creator><creator>Ji, Shengli</creator><creator>Xu, Jianping</creator><creator>Wang, Xingli</creator><general>MDPI AG</general><scope>AAYXX</scope><scope>CITATION</scope><scope>ISR</scope><scope>4U-</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><orcidid>https://orcid.org/0000-0001-8109-4819</orcidid><orcidid>https://orcid.org/0000-0002-3356-1627</orcidid></search><sort><creationdate>20221101</creationdate><title>Freezing Damage to Tunnels in Cold Regions and Weights of Influencing Factors</title><author>Li, Shuguang ; Shen, Yanjun ; Dong, Jianhua ; Ma, Wen ; Lv, You ; Ren, Shaoqiang ; Xie, Jiangsheng ; Ji, Shengli ; Xu, Jianping ; Wang, Xingli</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c371t-f488b438f47bbe1585dbe09410eb1749bc48b5c2b48f3ff92063c906a17ba6ee3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Analysis</topic><topic>Cold</topic><topic>Cold regions</topic><topic>Concrete</topic><topic>Construction</topic><topic>Design and construction</topic><topic>Design engineering</topic><topic>Drainage</topic><topic>Freezing</topic><topic>Groundwater</topic><topic>High altitude</topic><topic>Highway construction</topic><topic>Ice accumulation</topic><topic>Ice formation</topic><topic>Low temperature</topic><topic>Ma, Wen</topic><topic>Quantitative analysis</topic><topic>Railroads</topic><topic>Railway engineering</topic><topic>Railway tunnels</topic><topic>Seepage</topic><topic>Tunnels</topic><topic>Turbulent wind</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Li, Shuguang</creatorcontrib><creatorcontrib>Shen, Yanjun</creatorcontrib><creatorcontrib>Dong, Jianhua</creatorcontrib><creatorcontrib>Ma, Wen</creatorcontrib><creatorcontrib>Lv, You</creatorcontrib><creatorcontrib>Ren, Shaoqiang</creatorcontrib><creatorcontrib>Xie, Jiangsheng</creatorcontrib><creatorcontrib>Ji, Shengli</creatorcontrib><creatorcontrib>Xu, Jianping</creatorcontrib><creatorcontrib>Wang, Xingli</creatorcontrib><collection>CrossRef</collection><collection>Gale In Context: Science</collection><collection>University Readers</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest Central</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><jtitle>Sustainability</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Li, Shuguang</au><au>Shen, Yanjun</au><au>Dong, Jianhua</au><au>Ma, Wen</au><au>Lv, You</au><au>Ren, Shaoqiang</au><au>Xie, Jiangsheng</au><au>Ji, Shengli</au><au>Xu, Jianping</au><au>Wang, Xingli</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Freezing Damage to Tunnels in Cold Regions and Weights of Influencing Factors</atitle><jtitle>Sustainability</jtitle><date>2022-11-01</date><risdate>2022</risdate><volume>14</volume><issue>21</issue><spage>14637</spage><pages>14637-</pages><issn>2071-1050</issn><eissn>2071-1050</eissn><abstract>Concrete materials are widely used in tunnel engineering. In China, the cold regions have gradually become the main area for highway and railway construction. Affected by high altitude, low temperature, turbulent wind, and other conditions, freezing damage, such as tunnel icing, occurs in concrete materials, which seriously affects the quality and operational safety of tunnels in cold regions. Therefore, it is necessary to carry out a quantitative analysis of various factors affecting freezing damage to protect concrete materials in tunnels. This paper summarizes various freezing damage phenomena in tunnels in cold regions and divides them into three types: water seepage and hanging ice type freezing damage, lining interface type freezing damage, and tunnel foundation ice accumulation type freezing damage. Based on the qualitative evaluation of each factor, the affiliation of each factor was divided. 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| subjects | Analysis Cold Cold regions Concrete Construction Design and construction Design engineering Drainage Freezing Groundwater High altitude Highway construction Ice accumulation Ice formation Low temperature Ma, Wen Quantitative analysis Railroads Railway engineering Railway tunnels Seepage Tunnels Turbulent wind |
| title | Freezing Damage to Tunnels in Cold Regions and Weights of Influencing Factors |
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