Use of Rice Husk Ash and Hydrated Lime as Stabilizing Agents for Poor Subgrade Soils and Embankments

Author:

Tarhuni Fares12,Zahid Hossain12

Affiliation:

1. Graduate Research Assistant of Civil Engineering, Arkansas State Univ., Jonesboro, AR.

2. Professor of Civil Engineering, Arkansas State Univ., Jonesboro, AR.

Publisher

American Society of Civil Engineers

Reference17 articles.

1. Effect of temperature on adhesion of clay soil to steel;Azadegan B.;Cercetări Agronomice în Moldova,2012

2. ASTM. ASTM D1883-07. (2007). Standard test method for CBR (California Bearing Ratio) of laboratory-compacted soils ASTM International West Conshohocken PA 2007. https://doi.org/10.1520/D1883-07.

3. AHTD (Arkansas State Highway and Transportation Department). (2003). Lime treated subgrade section 301, Division 300, the 2014 AHTD Standard Specification for Highway Construction, Arkansas State Highway and Transportation Department, Little Rock, AR.

4. Circular, F. A. (2018). 150/5370-10H-Standards for Specifying Construction of Airports. Office of Airport Safety & Standards, Airport Engineering Division, Federal Aviation Administration, Washington, DC.

5. Engineering properties of clayey soil stabilized with waste granite dust;Eltwati A. S.;Journal of Critical Reviews,2020

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