1. 中国科学院 研究生院,北京,100049
2. 中国科学院寒区旱区环境与工程研究所 冻土工程国家重点实验室,兰州,730000
纸质出版:2009
移动端阅览
许健, 牛富俊, 牛永红, 等. 季节冻土区保温路基设计参数[J]. 土木与环境工程学报(中英文), 2009,31(3):83-89.
XU Jian, NIU Fujun, NIU Yonghong, et al. The Design Parameters of Roadbed with Insulation inSeasonal Frozen Ground[J]. Journal of Civil and Environmental Engineering, 2009, 31(3): 83-89.
许健, 牛富俊, 牛永红, 等. 季节冻土区保温路基设计参数[J]. 土木与环境工程学报(中英文), 2009,31(3):83-89. DOI: 10.11835/j.issn.1674-4764.2009.03.016.
XU Jian, NIU Fujun, NIU Yonghong, et al. The Design Parameters of Roadbed with Insulation inSeasonal Frozen Ground[J]. Journal of Civil and Environmental Engineering, 2009, 31(3): 83-89. DOI: 10.11835/j.issn.1674-4764.2009.03.016.
在季节冻土区,尤其是在深季节冻土区,冻害对铁路路基寿命有着严重的影响,因而抑制路基冻胀是季节冻土区路基设计的基本原则。本文对铺设保温层的效果,运用土壤冻结条件下水热耦合输移的基本方程和数值方法,模拟分析在不同的埋深、宽度、厚度和施工季节条件下,铺设XPS保温材料板对路基下季节冻土最大季节冻结深度在以后50年内随时间的变化。在数值模拟的基础上,提出在季节冻土区铁路路基工程中埋设保温层的合理深度、宽度及施工季节;总结分析保温板厚度和路基填土高度之间的关系。
Frost heave has caused serious distresses to railway roadbeds in seasonal
especially deep seasonal
frozen regions. Therefore
frost heave prevention is the basic principle of roadbed design in seasonal frozen regions for many years. Frost heave has caused serious distresses to railway roadbeds in seasonal
especially deep seasonal
frozen regions. Therefore
frost heave prevention is the basic principle of roadbed design in seasonal frozen regions. The coupled heatfluid transport equation and twodimensional finite element method were employed to simulate the maximum frozen depth in the coming 50 years under the roadbed with XPS insulation board in the conditions of different depth
width
thickness and construction season for studying the insulation effect. Based on numerical simulation
appropriate depth
width and construction season were proposed for insulation design and the relationship between the thickness of insulation board and the height of roadbed was analysed as well.
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