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- W2022307619 abstract "The compression behavior of an artificially cemented soil was analyzed by the adjusted porosity/cement index using a correlation established in the recent literature. It was found that for each value of this index, defined as the ratio of porosity to the volumetric cement content, there was a unique normal compression line (NCL). The NCLs of the cemented specimens for each adjusted porosity/cement index did not converge with the NCL of the uncemented silty sand at large stresses, but reached a line parallel to it. The NCL of the cemented sand plotted further from the NCL of the uncemented sand as the porosity/cement index decreased." @default.
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- W2022307619 date "2012-11-01" @default.
- W2022307619 modified "2023-10-17" @default.
- W2022307619 title "Effect of the Porosity/Cement Ratio on the Compression of Cemented Soil" @default.
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- W2022307619 doi "https://doi.org/10.1061/(asce)gt.1943-5606.0000698" @default.
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