The mechanical properties of coastal soil treated with cement

被引：0
|
作者：
Da Chen
Yingdi Liao
Chaohua Jiang
Xingguo Feng
机构：
[1] Hohai University,College of Harbour, Coastal and Offshore Engineering
来源：
Journal of Wuhan University of Technology-Mater. Sci. Ed. | 2013年 / 28卷
关键词：
soil-cement; unconfined compression strength; cement content; curing time;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The influences of cement type, cement content, and curing time on the unconfined compression strength (UCS) of soil-cement were investigated. The influence of groundwater on UCS of soil-cement was also studied. The experimental results indicate that the soil treated with high grade cement presents a higher UCS. Additionally, the UCS of soil-cement presents linearly increased with the cement content. A logarithm correlation between UCS and curing time presents to forecast the strength development. Compared with the UCS of samples immersed in distilled water, those immersed in groundwater present a higher value.
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页码：1155 / 1160
页数：5
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