Long-Term Effect of Curing Temperature on the Strength Behavior of Cement-Stabilized Clay
- 1 August 2014
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Geotechnical and Geoenvironmental Engineering
Abstract
No abstract availableThis publication has 18 references indexed in Scilit:
- Assessment of strength development in blended cement admixed Bangkok clayConstruction and Building Materials, 2011
- The activation energy of stabilised/solidified contaminated soilsJournal of Hazardous Materials, 2007
- Strength Characteristics of the Cement-Stabilized Surface Layer in Dredged and Reclaimed Marine Clay, KoreaMarine Georesources & Geotechnology, 2006
- Deep mixing in underwater conditions: a laboratory and field investigationProceedings of the Institution of Civil Engineers - Ground Improvement, 2006
- Strength and Modulus of Marine Clay-Cement MixesJournal of Geotechnical and Geoenvironmental Engineering, 2005
- Assessment of strength development in cement-admixed high water content clays with Abrams' law as a basisGéotechnique, 2003
- Engineering Behavior of Cement Stabilized Clay at High Water ContentSoils and Foundations, 2001
- Practices of Reused Dredgings by Cement TreatmentSoils and Foundations, 2001
- State of the art in deep mixing technology. Part III:geomaterial characterizationProceedings of the Institution of Civil Engineers - Ground Improvement, 2000
- The Effect Of Curing Temperature On the Compressive Strenght Of Soil-Cement MixturesGéotechnique, 1954