Field Considerations for Calcium Chloride Modification of Soil-Cement

Author:

Bowers Benjamin F.1,Daniels John L.2,Anderson J. Brian3

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Tennessee-Knoxville, Knoxville, TN 37902.

2. Interim Chair, Dept. of Civil and Environmental Engineering, UNC Charlotte, Energy Production and Infrastructure Center, Building #72, Room 3250, 9201 Univ. City Blvd., Charlotte, NC 28223 (corresponding author).

3. Associate Professor, Dept. of Civil Engineering, Auburn Univ., Auburn, AL 36849.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. American Concrete Institute (ACI). (1990). State-of-the-art report on soil-cement American Concrete Institute Committee 230 Farmington Hills MI.

2. ASTM. (2007). “Standard test methods for compressive strength of molded soil-cement cylinders.” D1633-00 West Conshohocken PA.

3. The effect of delayed compaction on soil-cement;Arman A.;Highw. Res. Rec.,1967

4. Catton M. D. and Felt E. J. (1943). “Effect of soil and calcium chloride admixtures on soil-cement mixtures.” Proc. of the Annual Meeting Highway Research Board Washington DC 497–529.

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