Closure to “Poisson’s Ratio Characteristic Curve of Unsaturated Soils” by Sannith Kumar Thota, Toan Duc Cao, and Farshid Vahedifard

Author:

Thota Sannith Kumar1,Cao Toan Duc2,Vahedifard Farshid3ORCID

Affiliation:

1. Senior Staff Engineer, Schnabel Engineering, 46020 Manekin Plaza #150, Sterling, VA 20166; formerly, Ph.D. Candidate, Richard A. Rula School of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS 39762.

2. Adjunct Professor, Dept. of Civil Engineering Technology, Environmental Management and Safety, Rochester Institute of Technology, Rochester, NY 14623; formerly, Postdoctoral Research Associate, Center for Advanced Vehicular Systems (CAVS) and Richard A. Rula School of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, Rochester, MS 39762.

3. Civil and Environmental Engineering Advisory Board Endowed Professor and Professor, Richard A. Rula School of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS 39762 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference27 articles.

1. Soil moisture assessment by means of compressional and shear wave velocities: Theoretical analysis and experimental setup

2. Effect of Fine Particle Migration on the Small-Strain Stiffness of Unsaturated Soils

3. A suction-control apparatus for the measurement of P and S-wave velocity soils;Alramahi B.;Geotech. Test. J.,2007

4. Laboratory monitoring of P waves in partially saturated sand;Barriere J.;Geophys. J. Int.,2012

5. Bowles, J. E. 1988. Foundation analysis and design. Singapore: McGraw Hill.

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