Influence of Density on Engineered Water Repellent Soil

Author:

Adeyanju Emmanuel D.11234,Uduebor Micheal A.11234,Saulick Yunesh11234,Daniels John L.11234,Cetin Bora11234

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of North Carolina at Charlotte, Charlotte, NC.

2. Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of North Carolina at Charlotte, Charlotte, NC.

3. Professor and Chair, Dept. of Civil and Environmental Engineering, Univ. of North Carolina at Charlotte, Charlotte, NC.

4. Associate Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI.

Publisher

American Society of Civil Engineers

Reference41 articles.

1. Dynamic Water‐Entry Pressure for Initially Dry Glass Beads and Sea Sand;Annaka T.;Vadose Zone Journal.,2005

2. Modified sessile drop method for assessing initial soil-water contact angle of sandy soil

3. Brooks T. Y. Daniels J. L. Uduebor M. Cetin B. and Naqvi M. W. (2022). “Engineered Water Repellency for Mitigating Frost Action in Iowa Soils.” Geo-Congress 2022 : Soil Improvement Geosynthetics and Innovative Geomaterials.

4. Daniels, J. L., and Hourani, M. S. (2009). Soil Improvement with Organo-Silane, Advances in Ground Improvement: Research to Practice in the United States and China. GSP 188.

5. Nano-scale organo-silane applications in geotechnical and geoenvironmental engineering;Daniels J.;J. Terraspace Sci. Eng.,2009

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