A Rigorous Approach to Enhance the Slope Stability of Coal Ash Embankments against Extreme Rainfall Events

Author:

Srikanth C. S. S. U.1ORCID,Ramaiah B. J.2ORCID,Krishna A. M.3,Vanapalli Sai K.4ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, IIT Tirupati, Tirupati 517619, India. ORCID: .

2. Assistant Professor, Dept. of Civil and Environmental Engineering, IIT Tirupati, Tirupati 517619, India (corresponding author). ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, IIT Tirupati, Tirupati 517619, India.

4. Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada, K1N 6N5. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

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2. Evaluation of measurement methodologies used for establishing water retention characteristic curve of fly ash;Abhijit D.;J. Test. Eval.,2015

3. Adem, H. H., and S. K. Vanapalli. 2014. “A simple model for prediction of the modulus of elasticity of unsaturated expansive soils.” In Proc., Unsaturated Soils: Research and Applications—Proc. 6th Int. Conf. on Unsaturated Soils, 343–349. Boca Raton, FL: CRC Press.

4. Prediction of the modulus of elasticity of compacted unsaturated expansive soils;Adem H. H.;Int. J. Geotech. Eng.,2015

5. AECOM. 2008. A report on root cause analysis of TVA Kingston Dredge pond failure: Volume I-summary report volume II-geological and field explorations volume III-laboratory testing and results volume IV-seepage and stability analyses. Roane County TN: Tennessee Valley Authority.

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