Soil-Cement Pavement Layer Compaction with Time: Microstructural and Physicochemical Assessment

Author:

Howard Isaac L.1234,Foroutan Maziar1234,Lewis Jessica V.1234,Latifi Nima1234

Affiliation:

1. Materials and Construction Industries Chair, Dept. of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS.

2. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Vermont, Burlington, VT.

3. Graduate Teaching and Research Assistant, Dept. of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS.

4. Construction Materials Department Manager, ECS Southwest, LLP, Carrollton, TX.

Publisher

American Society of Civil Engineers

Reference16 articles.

1. Some engineering characteristics of lime-treated soil of semeel region with emphasis on compaction delay;Al-Ne’aimi R.;Al-Rafadain Engineering Journal,2011

2. Influence of compaction delay on CBR and UCS of cement stabilized lateritic soil;Bello A. A.;The Pacific Journal of Science and Technology,2011

3. Bhattacharja, S., and Bhatty, J. (2003). Comparative Performance of Portland Cement and Lime Stabilization of Moderate to High Plasticity Clay Soils. Portland Cement Association Research and Development Bulletin RD125, Skokie, IL.

4. Foroutan M. Bijay K. C. and Ghazanfari E. (2020). “Evaluation of correlations between intelligent compaction measurement values and in situ spot measurements.” Proc. of Geo-Congress 2020 pp. 602–611 doi: 10.1061/9780784482810.062.

5. Gallage C. Cochrane M. and Ramanujam J. (2012). “Effects of lime content and amelioration period in double lime application on the strength of lime treated expansive sub-grade soils.” Proc. of the 2nd International Conference on Transportation Geotechnics (ICTG) Sapporo Japan pp. 99–104.

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