Laboratory modelling of T-shaped soil-cement column for soft ground treatment under embankment

被引：43
|
作者：
Yi, Y. [1 ,2 ]
Liu, S. [1 ]
Puppala, A. J. [3 ]
机构：
[1] Southeast Univ, Inst Geotech Engn, Nanjing, Jiangsu, Peoples R China
[2] Univ Alberta, Dept Civil & Environm Engn, Edmonton, AB, Canada
[3] Univ Texas Arlington, Dept Civil Engn, Arlington, TX 76019 USA
来源：
GEOTECHNIQUE | 2016年 / 66卷 / 01期
关键词：
embankments; ground improvement; model tests; pore pressures; settlement; stress analysis; CONSOLIDATION BEHAVIOR;
D O I：
10.1680/jgeot.15.P.019
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
This technical note presents a laboratory modelling of a T-shaped soil-cement column for soft ground treatment under an embankment, and compares it with a conventional column. A thick sand layer was placed between the column-treated ground and the loading plate to simulate the embankment effect, and the stress, excess pore pressure and settlement of the ground were analysed. Since the T-shaped column had an enlarged column cap, it took more applied load than the conventional column, resulting in less stress on the soil. This effect reduced the soil settlement and differential settlement of the ground, and increased its consolidation rate.
引用
收藏
页码：85 / 89
页数：5
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