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Published in: Geotechnical and Geological Engineering 1/2012

01-02-2012 | Technical Note

Prediction of Unconfined Compressive Strength of Soil–Cement at 7 Days

Authors: Jutha Sunitsakul, Attasit Sawatparnich, Auckpath Sawangsuriya

Published in: Geotechnical and Geological Engineering | Issue 1/2012

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Abstract

Unconfined compressive strength (UCS) of cement stabilized bases was collected from a number of highway construction projects in Thailand. Results from the statistical analysis indicated that the most important factors affecting the UCS were the CBR and the water to cement ratio. The UCS was however independent on the dry density. A statistical model was developed in the study to predict the UCS of cement stabilized bases. A model was developed based on the following criteria: (1) the dry density of the sample shall be greater than 95 percent of the maximum dry density based on the modified Proctor compaction, (2) samples shall be soaked for at least 2 h prior to testing, and (3) the CBR shall be measured at 0.1 inch (2.5 mm) penetration.

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Metadata
Title
Prediction of Unconfined Compressive Strength of Soil–Cement at 7 Days
Authors
Jutha Sunitsakul
Attasit Sawatparnich
Auckpath Sawangsuriya
Publication date
01-02-2012
Publisher
Springer Netherlands
Published in
Geotechnical and Geological Engineering / Issue 1/2012
Print ISSN: 0960-3182
Electronic ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-011-9460-7

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