Correlation Analysis on Frost Heaving Ratio of Subgrade Soil and Plasticity Index under Freeze-thaw Cycles

被引:1
|
作者
Liu, Hanbing [1 ]
Wang, Jing [1 ]
Wu, Chunli [1 ]
Feng, Kai [1 ]
机构
[1] Jilin Univ, Coll Transportat, Changchun 130022, Peoples R China
来源
ADVANCES IN CIVIL ENGINEERING, PTS 1-6 | 2011年 / 255-260卷
关键词
Seasonally frozen soil region; freeze-thaw cycles; different plasticity index; frost heaving ratio;
D O I
10.4028/www.scientific.net/AMR.255-260.1171
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Three kinds of subgrade soils with different plasticity index are selected from seasonally frozen soil region. Frost heaving ratio of volume and height was performed on the samples exposed to 0 to 8 times closed-system freeze-thaw cycles. The results show that concerning the same kind of soil, the frost heaving ratio increases with the number of freeze-thaw cycles; Frost heaving ratio increases with plasticity index under the same number of freeze-thaw cycles. Multiple nonlinear fitting is adopted for test data. The relationship between frost heaving ratio and plasticity index, freeze-thaw cycles is obtained and shows a good correlation. The relation can provide useful reference for subgrade design and construction in seasonally frozen soil region.
引用
收藏
页码:1171 / 1175
页数:5
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