Laboratory experimental study of soil-water characteristic curves of unsaturated soils of Zhengzhou-Kaifeng underpass project

被引:0
|
作者
Jiang Kun [1 ]
Ding Wen-qi [1 ]
Chen Bao [1 ]
Shi Du-zheng [2 ]
机构
[1] Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn, Dept Geotech Engn, Shanghai 200092, Peoples R China
[2] Channel Construct Management Off Zhengzhou Kaifen, Zhengzhou 450003, Henan, Peoples R China
关键词
dewatering construction; unsaturated soil; osmotic method; vapor phase technique; soil-water characteristic curve;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Based on osmotic method and vapor phase technique, the soil-water characteristic curves of unsaturated soils-the sandy powder soil and the silty clay which produced by dewatering construction of Zhongzhou-Kaifeng underpass project were studied. Results show that the air-enter values for the sandy powder soil and the silty clay are about 2 kPa and 250 kPa; the residual saturation degree values are about 15 MPa and 28 MPa and the desorption process of both unsaturated soils shows clearly in step-phase. The step-phase study of characteristic curves of unsaturated soils has very important meaningful for dewatering construction and the excavation face reinforcement of Zhengzhou-Kaifeng project.
引用
收藏
页码:1078 / 1082
页数:5
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