Bonding effect on the evolution with curing time of compressive and tensile strength of sand-cement mixtures

Author:

Cardoso Rafaela,Ribeiro Daniel,Néri Raquel

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference34 articles.

1. Arroyo, M., Ciantia, M., Castellanza, R., Gens, A., 2011. A soft-rock model for cement-improved clays. In: Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering: Geotechnics of Hard Soils, weak rocks. Atenes: IOS Press, pp. 501–506.

2. Simulation of cement-improved clay structures with a bonded elasto-plastic model: a practical approach;Arroyo;Comput. Geotech.,2012

3. ASTM D1632-07, 2007. Standard Practice for Making and Curing Soil-Cement Compression and Flexure Test Specimens in the Laboratory. American Standard for Testing Materials, EUA.

4. ASTM D2166-06, 2006. Standard Test Method for Unconfined Compressive Strength of Cohesive Soil. American Standard for Testing Materials, EUA.

5. ASTM D3967-08, 2008. Standard Test Method for Splitting Tensile Strength of Intact Rock Core Specimens. American Standard for Testing Materials, EUA.

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