张升

教授 博士生导师 硕士生导师

入职时间:2011-01-12

所在单位:土木工程学院

职务:院长

学历:博士研究生毕业

办公地点:中南大学天心校区

性别:男

联系方式:湖南省长沙市韶山南路68号 中南大学铁道学院 邮箱:shengzhang@csu.edu.cn

学位:博士学位

在职信息:在职

主要任职:1.《Canadian Geotechnical Journal》编委、2.《岩土工程学报》编委、3.中国土木工程学会土力学与岩土工程分会理事

毕业院校:名古屋工业大学(日本)

学科:土木工程

学术荣誉:

2017  当选:  国家优秀青年基金获得者

2024  当选:  国家特支计划领军人才

曾获荣誉:

1.国际计算岩土力学学会最佳论文奖

2.湖南省技术发明一等奖

3.詹天佑铁道科技青年奖

当前位置: 中文主页 >> 代表性论著

A potential new frost heave mechanism in high-speed railway embankments

发布时间:2026-08-10

点击次数:

DOI码:10.1680/geot.13.P.042

发表刊物:Géotechnique

关键字:embankments; ground freezing; numerical modelling; pore pressures; snow ice and frost

摘要:Substantial frost heave has been observed in coarse fills in high-speed railway embankments. These coarse fills have very low water contents, and are located above the groundwater table. In an attempt to explain the unexpected frost heave, it is proposed that cyclic train loads cause the development of excess pore water pressure in the underlying subgrade soil, and hence ‘pump’ up the water table to the frost front, which in turn feeds the formation of ice and results in continuous frost heave. A simple quantitative model is then developed to simulate the pumping enhanced frost heave. The numerical results show that the proposed mechanism can indeed provide a rational explanation for the otherwise unexpected frost heave. The engineering implications of this new frost heave mechanism are also discussed, in the context of designing frost heave mitigation measures in seasonally frozen regions.

合写作者:S. ZHANG, F. NIU, G. CHENG

第一作者:D. SHENG

论文类型:期刊论文

卷号:64

期号:2

页面范围:144-154

是否译文:

发表时间:2013-10-23

附件:

  • A potential new frost heave mechanism in high-speed railway.pdf

  • 上一条: A new method for studying the evolution of particle breakage

    下一条: 非饱和土水汽迁移与相变:两类“锅盖效应”的试验研究