Constant Curing Temperature Effect on the Strength of Cement-Treated Soil
Author:
Affiliation:
1. Charles E. Via, Jr. Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA.
2. GEI Consultants, Inc., Oakland, CA.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784484661.049
Reference16 articles.
1. Åhnberg, H., and Holm, G. (2017). “Stabilization of some Swedish organic soils with different types of binder.” Dry Mix Methods for Deep Soil Stabilization, Routledge, 101–108.
2. Babasaki R. Suzuki K. Saitoh S. Suzuki Y. and Tokitoh K. (1991). “Construction and testing of deep foundation improvement using the deep cement mixing method.” ASTM Special Technical Publication Publ by ASTM 224–233.
3. Effect of cement additives on unconfined compressive strength of warm and ice-rich frozen soil.;Chai M.;Construction and Building Materials,2017
4. The activation energy of stabilised/solidified contaminated soils
5. The Effect Of Curing Temperature On the Compressive Strenght Of Soil-Cement Mixtures
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