Effect of curing time and percentage of additive materials on unconfined compressive strength and California bearing ratio in sandy silt soil
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s12046-021-01790-2.pdf
Reference18 articles.
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2. Consoli N C, Cruz R C, Floss M F and Festugato L 2010 Parameters controlling tensile and compressive strength of artificially cemented sand. J. Geotech. Geoenviron. Eng. 136: 759–763
3. Zandieh A R and Yasrobi S S 2010 Study of factors affecting the compressive strength of sandy soil stabilized with polymer. GGE. 28: 139–145
4. Consoli N C, Rosa D A, Cruz R C and Dalla Rosa A 2011 Water content, porosity and cement content as parameters controlling strength of artificially cemented silty soil. Eng. Geol. 122: 328–333
5. Consoli N C, Cruz R C and Floss M F 2011 Variables controlling strength of artificially cemented sand: influence of curing time. JMCE. 23: 692–696
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