Investigation of a Highway Slope Failure on Yazoo Clay Using Electrical Resistivity Imaging (ERI)

Author:

Khan M. S.1232,Nobahar M.1232,Hossain M. S.1232,Ivoke J.1232

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Jackson State Univ., Jackson, MS. ORCID: https://orcid.org/0000-0002-0150-6105.

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Jackson State Univ., Jackson, MS.

3. Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX.

Publisher

American Society of Civil Engineers

Reference23 articles.

1. AGI (Advanced Geosciences Inc.). (2010) EarthImagerTM 2D and 3D. Resistivity and IP Inversion Software, Advanced Geosciences Incorporated.

2. Ahmed A. Hossain M. D. and Khan M. S. (2018). “Monitoring of Moisture Variation in Highway Slope Through Resistivity Imaging.” ASCE IFCEE.

3. Cardimona, S., Williams, S., Brady, T., and Hickman, S. (1998). Highway Applications of Engineering Geophysics with an Emphasis on Previously Mined Ground.” Missouri Department of Transportation, Jefferson City, MO, 292 p.

4. Curtis, W. S., Ross, D. W., and Charles, O. M. P. (1988). Yazoo Clay: Engineering Aspects and Environmental Geology of an Expansive Clay. Mississippi Department of Natural Resources, Bureau of Geology.

5. A Continuous Core Through the Undifferentiated Yazoo Clay;Dockery D. T.;Late Eocene, Jackson Group of Central Mississippi, Mississippi Geology,1991

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