Investigations on Fully Softened Strength of Lime-Treated Slopes Built with Expansive Soils under Future Extreme Precipitation-Reference-Cited by-同舟云学术

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Investigations on Fully Softened Strength of Lime-Treated Slopes Built with Expansive Soils under Future Extreme Precipitation

Published:2024-02-22 Issue: Volume:2675 Page:141-151
ISSN:
Container-title:Geo-Congress 2024
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Author:

Kumar Ayush¹²³⁴,Biswas Nripojyoti¹²³⁴,Puppala Anand J.¹²³⁴,Khan Md. Ashrafuzzaman¹²³⁴

Affiliation:

1. Doctoral Student, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX.

2. Senior Research Engineer, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX.

3. A.P. & Florence Wiley Chair Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX.

4. Project Geotechnical Engineer, Corsair Consulting LLC, Arlington, TX.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485354.014

Reference19 articles.

1. Impact of wetting–drying cycles on the hydraulic conductivity of liners made of lime-stabilized sand–bentonite mixtures for sanitary landfills

2. ASTM. (2019). Annual Book of ASTM Standards. West Conshohocken, PA, USA.

3. Bhaskar P. Boluk B. Banerjee A. Shafikhani A. and Puppala A. J. (2019). “Effect of Lime Stabilization on the Unsaturated Hydraulic Conductivity of Clayey Soil in Texas.” GeoCongress ASCE Reston VA 773–783.

4. Biswas N. Puppala A. J. Chakraborty S. and Khan M. A. (2021). “Utilization of Silica-Based Admixture to Improve the Durability of Lime-Treated Expansive Soil.” IFCEE Reston VA 233–242.

5. Forensic Analyses and Rehabilitation of a Failed Highway Embankment Slope in Texas;Boluk B.;Transp. Res. Rec,2021

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