期刊
ACTA GEOTECHNICA
卷 15, 期 2, 页码 455-470出版社
SPRINGER HEIDELBERG
DOI: 10.1007/s11440-018-0711-0
关键词
Bridge pile; Frost heave; Frost jacking; Numerical simulation; Permafrost; Pile-soil interaction
资金
- National Natural Science Foundation of China [41731281]
- Technology Research and Development Program of China Railway [2017G002-S]
In this paper, a model is proposed to simulate frost jacking performances of a pile foundation within an axisymmetric pile-soil system through a coupling strategy. We consider three diversified stages for frost heave of adjacent foundation soil below freezing point, where mathematical expressions for the volumetric strain are given in terms of volumetric ice content, negative temperature and porosity. A modified strain-softening model characterizing frozen soil-pile interactions is established based on experimental results, taking into account the effects of normal pressure, negative temperature and moisture content. The proposed computational approach is then illuminated and validated via the numerical example of a simplified bridge pile foundation under natural permafrost condition. Variation of temperature regime, volumetric ice content, displacement and stress over time is analyzed. This model can be further applied to evaluating effects of different countermeasures that mitigate frost jacking hazard of single pile subjected to cold climate.
作者
我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。
推荐
暂无数据