The mechanical properties of coastal soil treated with cement

Da Chen , Yingdi Liao , Chaohua Jiang , Xingguo Feng

Journal of Wuhan University of Technology Materials Science Edition ›› 2013, Vol. 28 ›› Issue (6) : 1155 -1160.

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Journal of Wuhan University of Technology Materials Science Edition ›› 2013, Vol. 28 ›› Issue (6) : 1155 -1160. DOI: 10.1007/s11595-013-0836-9
Cementitious Materials

The mechanical properties of coastal soil treated with cement

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Abstract

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.

Keywords

soil-cement / unconfined compression strength / cement content / curing time

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Da Chen, Yingdi Liao, Chaohua Jiang, Xingguo Feng. The mechanical properties of coastal soil treated with cement. Journal of Wuhan University of Technology Materials Science Edition, 2013, 28(6): 1155-1160 DOI:10.1007/s11595-013-0836-9

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