Performance Evaluation of a Highway Slope on Expansive Soil in Mississippi

Author:

Khan Mohammad Sadik1ORCID,Nobahar Masoud2ORCID,Stroud Mike3,Ferguson Sean4,Ivoke John5

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Jackson State Univ., 1400 J.R. Lynch St., JSU Box 17068, Jackson, MS 39217-0168 (corresponding author). ORCID: .

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Jackson State Univ., 1400 J.R. Lynch St., JSU Box 17068, Jackson, MS 39217-0168. ORCID: .

3. Geotechnical Design Engineer, Geotechnical Engineering Dept., Mississippi Dept. of Transportation, 401 North West St., Jackson, MS 39201.

4. Senior Geotechnical Engineer, Geotechnical Engineering Associates, LLC, 1647 West Government Cove, Brandon, MS 39042.

5. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Jackson State Univ., 1400 J.R. Lynch St., JSU Box 17068, Jackson, MS 39217-0168.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference31 articles.

1. Treatment of Soil Swelling Using Geogrid Reinforced Columns

2. Alonso, E., A. Gens, A. Lloret, and C. Delahaye. 1995. “Effect of rain infiltration on the stability of slopes.” In Vol. 1 of Proc., 1st Int. Conf. on Unsaturated Soils, 241–249. Rotterdam, Netherlands: AA Balkema.

3. ASTM. 1994. Standard test method for liquid limit, plastic limit, and plasticity index of soils. ASTM D4318-93. West Conshohoken, PA: ASTM.

4. Cuelho, E., and M. Akin. 2017. Mitigation of expansive soils in South Dakota. State Study SD2014-13. Pierre, SD: South Dakota Dept. of Transportation, USDT, FHWA.

5. Light Commercial Construction on Yazoo Clay

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