Chapter
Jun 6, 2018
Synthesizing Hydrophobic Sand and Comparison of Shear Strength Properties with Hydrophilic Sand
Authors: Md Zahidul Karim, S.M.ASCE [email protected], Stacey E. Tucker-Kulesza, Ph.D., M.ASCE [email protected], and Melanie M. Derby, Ph.D. [email protected]Author Affiliations
Publication: IFCEE 2018
Abstract
Soil can become hydrophobic following wildfires, oil-spills, or due to the presence of organic substances. While this phenomenon has been widely observed by researchers, there is little information regarding the shear strength properties of hydrophobic soil to date; therefore, this study investigated the shear strength of artificially hydrophobized sand particles. Hydrophobic particles were created by coating Ottawa sand particles with organic silane to form water repellent films around the particles. Direct shear tests were conducted at multiple normal stresses for the naturally hydrophilic and artificially hydrophobic sands under dry and submerged conditions. In the dry condition, the hydrophobic sand showed an average 26% reduction in peak shear stress, with the angle of friction reducing from 36.9 to 29.7° compared to the hydrophilic sand. The average peak shear stress reduction was 34%, with the angle of friction reducing from 38.7 to 26.1° in the submerged test. These results indicate that particle hydrophobicity reduces shear strength. This study highlights that with the increasing number of disasters that results in soil hydrophobicity, more research is needed on the strength properties of hydrophobic soils.
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© 2018 American Society of Civil Engineers.
History
Published online: Jun 6, 2018
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ASCE Technical Topics:
- Comparative studies
- Engineering fundamentals
- Engineering materials (by type)
- Geomechanics
- Geotechnical engineering
- Hydrologic engineering
- Hydrologic properties
- Hydrology
- Laboratory tests
- Material mechanics
- Material properties
- Materials engineering
- Methodology (by type)
- Particles
- Research methods (by type)
- Shear strength
- Shear stress
- Shear tests
- Soil mechanics
- Soil properties
- Soil strength
- Strength of materials
- Stress (by type)
- Structural analysis
- Structural engineering
- Tests (by type)
- Water and water resources
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Ph.D. Student, Dept. of Civil Engineering, Kansas State Univ., 1701 C Platt St., Fiedler 2118, Manhattan, KS 66506-5000. E-mail: [email protected]
P.E.
Assistant Professor, Dept. of Civil Engineering, Kansas State Univ., 1701 C Platt St., Fiedler 2118, Manhattan, KS 66506-5000. E-mail: [email protected]
Assistant Professor, Dept. of Mechanical and Nuclear Engineering, Kansas State Univ., 1701 B Platt St., Rathbone 3002, Manhattan, KS 66506-5000. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.