Pavement Subgrade Stabilization Using Polymers: Characterization and Performance

Author:

Iyengar Srinath R.1,Masad Eyad2,Rodriguez Ana K.2,Bazzi Hassan S.3,Little Dallas4,Hanley Howard J. M.5

Affiliation:

1. Dept. of Mechanical Engineering, Texas A&M Univ. at Qatar, Doha, Qatar (corresponding author).

2. Dept. of Mechanical Engineering, Texas A&M Univ. at Qatar, Doha, Qatar.

3. Dept. of Chemistry, Texas A&M Univ. at Qatar, Doha, Qatar.

4. Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX.

5. Research and Graduate Studies, Texas A&M Univ. at Qatar, Doha, Qatar.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference34 articles.

1. AASHTO. (2008). “Laboratory determination of moisture content of soils.” T265 Washington DC.

2. AASHTO. (2009). “Moisture-density relations of soils using a 5.5-lb (2.5-kg) rammer and a 12-in. (305-mm) drop [Method C].” T99 Washington DC.

3. Lithostratigraphy of the Middle Eocene Dammam Formation in Qatar, Arabian Gulf: effects of sea-level fluctuations along a tidal environment

4. Evaluation of two polymers for soil stabilization and wind erosion control;Aly S. M.;Egypt. J. Soil Sci.,1995

5. American Concrete Institute (ACI). (2009). “Report on soil cements.” Rep. ACI 230.1R-09 Detroit.

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