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莫斯科-喀山高速铁路沿线季节性冻土冻融特征

韩龙武 蔡汉成 程佳 赵相卿 江凯

韩龙武, 蔡汉成, 程佳, 赵相卿, 江凯. 莫斯科-喀山高速铁路沿线季节性冻土冻融特征[J]. 交通运输工程学报, 2018, 18(3): 44-55. doi: 10.19818/j.cnki.1671-1637.2018.03.005
引用本文: 韩龙武, 蔡汉成, 程佳, 赵相卿, 江凯. 莫斯科-喀山高速铁路沿线季节性冻土冻融特征[J]. 交通运输工程学报, 2018, 18(3): 44-55. doi: 10.19818/j.cnki.1671-1637.2018.03.005
HAN Long-wu, CAI Han-cheng, CHENG Jia, ZHAO Xiang-qing, JIANG Kai. Freezing and thawing characteristics of seasonal frozen soil along Moscow-Kazan High-Speed Railway[J]. Journal of Traffic and Transportation Engineering, 2018, 18(3): 44-55. doi: 10.19818/j.cnki.1671-1637.2018.03.005
Citation: HAN Long-wu, CAI Han-cheng, CHENG Jia, ZHAO Xiang-qing, JIANG Kai. Freezing and thawing characteristics of seasonal frozen soil along Moscow-Kazan High-Speed Railway[J]. Journal of Traffic and Transportation Engineering, 2018, 18(3): 44-55. doi: 10.19818/j.cnki.1671-1637.2018.03.005

莫斯科-喀山高速铁路沿线季节性冻土冻融特征

doi: 10.19818/j.cnki.1671-1637.2018.03.005
基金项目: 

国家自然科学基金项目 51778275

中国中铁股份有限公司重大科技专项 2016-重大专项-01

中铁二院工程集团有限责任公司科技项目 2015-俄高铁-06

详细信息
    作者简介:

    韩龙武(1970-), 男, 河南济源人, 中铁西北科学研究院有限公司高级工程师, 从事冻土工程研究

  • 中图分类号: U213.14

Freezing and thawing characteristics of seasonal frozen soil along Moscow-Kazan High-Speed Railway

More Information
  • 摘要: 在莫喀高铁沿线770余公里的季节性冻土区内, 依据地貌单元、微地貌、地层岩性与水文地质条件等特征设置了14个监测场, 对季节性冻土的岩性、密度、含水率、地下水位、地温、近地面气温及雪盖的厚度和密度进行了频率为10天1次, 持续时间为7个月(2016年10月1日~2017年4月26日) 的监测, 依据监测数据分析了莫喀高铁沿线季节性冻土的冻结融化特征。分析结果表明: 莫喀高铁沿线季节性冻土区的雪盖主要存在于10月下旬至翌年4月, 雪盖厚度为20.2~38.2cm, 平均值为27.3cm, 最大积雪厚度为25~60cm, 平均值为44.4cm, 出现在2月上、中旬; 莫喀高铁沿线季节性冻土的起始冻结时间为11月中、下旬, 全部消融时间在翌年3月上旬~4月中旬之间, 存活时间为100~165d, 平均时间为122d;季节性冻土的冻结速率为0.27~1.20cm·d-1, 平均为0.50cm·d-1, 融化速率为0.27~2.52cm·d-1, 平均为1.14cm·d-1; 在土体的冻结期间, 雪盖减小了地层的冻结速率, 在土体的融化期间, 雪盖推迟了季节性冻土自上而下融化的起始时间与融化量, 并且会使季节性冻土在无雪条件下的双向融化变为自下而上的单向融化; 莫喀高铁沿线土体在自然状态(积雪覆盖) 下的季节最大冻深为0.19~0.90m, 平均为0.45m, 出现在2月上、中旬; 雪盖会减小土体的最大冻深, 在雪盖平均厚度为26.1~28.6cm时, 雪盖可以使季节最大冻深减小22.2%~32.6%;在莫喀高铁沿线的季节性冻土区, 雪盖在形成初期和消融末期保温与降温效果并存, 但主要以降温效果为主, 而在积雪稳定期, 主要以保温效果为主; 雪盖对季节性冻土热状况的影响深度和程度取决于土体含水率, 土体含水率越大, 雪盖的影响深度和程度就越小, 反之则亦然。

     

  • 图  1  莫喀高铁监测场

    Figure  1.  Monitoring fields of Moscow-Kazan High-Speed Railway

    图  2  现场工作

    Figure  2.  Field works

    图  3  监测场雪盖厚度

    Figure  3.  Snow cover thicknesses of monitoring fields

    图  4  监测场J9、J11季节性冻土的冻融进程

    Figure  4.  Freezing and thawing processes of seasonal frozen soils in monitoring fields J9and J11

    图  5  监测场J9地温、雪盖厚度和气温

    Figure  5.  Soil temperatures, snow cover thicknesses and air temperatures in monitoring field J9

    图  6  测温孔J9-1、J9-2、J13-1、J13-2的平均地温

    Figure  6.  Average soil temperatures in thermometer holes J9-1, J9-2, J13-1and J13-2

    图  7  监测场J9和J13地层含水率

    Figure  7.  Soil moisture contents in monitoring fields J9and J13

    表  1  监测场地理特征

    Table  1.   Geographic features of monitoring fields

    下载: 导出CSV

    表  2  14个监测场雪盖参数

    Table  2.   Snow cover parameters of 14monitoring fields

    下载: 导出CSV

    表  3  监测场季节性冻土冻结融化特征参数

    Table  3.   Freezing and thawing feature parameters of seasonal frozen soils in monitoring fields

    下载: 导出CSV
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  • 收稿日期:  2018-02-15
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