Article(id=1284878700395074023, tenantId=1146029695717560320, journalId=1283840460791746584, issueId=1284096873799594072, articleNumber=PA20260711_SaMYB5hx, orderNo=null, doi=10.13637/j.issn.1009-6094.2025.1220, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=null, receivedDateStr=null, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1784268554066, onlineDateStr=2026-07-17, pubDate=1782316800000, pubDateStr=2026-06-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1784268554066, onlineIssueDateStr=2026-07-17, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1784268554066, creator=admin, updateTime=1784268554066, updator=admin, issue=Issue{id=1284096873799594072, tenantId=1146029695717560320, journalId=1283840460791746584, year='2026', volume='26', 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articleAbstract=由于粉砂互层联络通道冻结法施工易引起较大的冻胀融沉变形,施工风险高,因此掌握施工过程温度场与位移场变化规律对施工安全十分重要。研究基于武汉市轨道交通12号线联络线金后区间联络通道冻结施工工程,利用ABAQUS软件构建联络通道冻结法施工三维数值模型,探究冻结法施工过程中积极冻结期、维护开挖期以及自然解冻期内的温度场和位移场演变规律,并进行参数敏感性分析。计算结果显示:在积极冻结期内,冻结壁温度下降速率随冻结时间的延长逐渐越小,且地表隆起呈“倒U形”分布,正中心隆起最大值为14.1 mm;在冻结开挖期内,地表最大沉降为-3.6 mm;在自然解冻期内,地表融沉“U形”分布,正中心融沉最大值为-9.5 mm。此外,研究发现随着冷媒温度的降低与导热系数的增大,冻结壁平均温度达到-10℃所需时间减少,最低冷媒温度为-30~-25℃较为合理,并且随着冻胀率及融沉率增大,冻胀位移与融沉位移明显增大。, authors=null, authorsList=null, authorCompany=null, correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, 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安全与环境学报
|安全工程
2026
, 26
(6) :
粉砂互层联络通道冻结法施工温度场和位移场演变分析
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朱敏 1
,
刘律 2
,
武卫星 1
,
袁刚 3 ,
4
,
黄超群 2
,
欧阳院平 1
,
赵文博 3 ,
4
,
程红战 3 ,
4
作者信息
Affiliations
出版时间: 2026-06-25
doi: 10.13637/j.issn.1009-6094.2025.1220
文章导航
由于粉砂互层联络通道冻结法施工易引起较大的冻胀融沉变形,施工风险高,因此掌握施工过程温度场与位移场变化规律对施工安全十分重要。研究基于武汉市轨道交通12号线联络线金后区间联络通道冻结施工工程,利用ABAQUS软件构建联络通道冻结法施工三维数值模型,探究冻结法施工过程中积极冻结期、维护开挖期以及自然解冻期内的温度场和位移场演变规律,并进行参数敏感性分析。计算结果显示:在积极冻结期内,冻结壁温度下降速率随冻结时间的延长逐渐越小,且地表隆起呈“倒U形”分布,正中心隆起最大值为14.1 mm;在冻结开挖期内,地表最大沉降为-3.6 mm;在自然解冻期内,地表融沉“U形”分布,正中心融沉最大值为-9.5 mm。此外,研究发现随着冷媒温度的降低与导热系数的增大,冻结壁平均温度达到-10℃所需时间减少,最低冷媒温度为-30~-25℃较为合理,并且随着冻胀率及融沉率增大,冻胀位移与融沉位移明显增大。
安全工程
/
粉砂互层
/
联络通道
/
冻结法施工
/
数值模拟
/
热力耦合
朱敏, 刘律, 武卫星, 袁刚, 黄超群, 欧阳院平, 赵文博, 程红战.
粉砂互层联络通道冻结法施工温度场和位移场演变分析.
安全与环境学报,
2026
, 26
(6)
.
DOI: 10.13637/j.issn.1009-6094.2025.1220
国家重点研发计划课题
国家自然科学基金面上项目
武汉市市政建设集团有限公司科技项目
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2026年第26卷第6期
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doi: 10.13637/j.issn.1009-6094.2025.1220
首发时间:2026-07-17
出版时间:2026-06-25
国家重点研发计划课题
国家自然科学基金面上项目
武汉市市政建设集团有限公司科技项目
https://castjournals.cast.org.cn/joweb/aqyhjxb/CN/10.13637/j.issn.1009-6094.2025.1220
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2种不同金属材料的力学参数
科 Family 属数 Number of genus 种数 Number of species 占总种数比例 Percentage of total species (%) 属 Genus 种数 Number of species 占总种数比例 Percentage of total species (%) 鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78 小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39 多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39 红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87 小菇属 Mycena 11 5.26 光柄菇属 Pluteus 5 2.39 红菇属 Russula 17 8.13 栓菌属 Trametes 5 2.39
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