Research Article
Oct 1981
Erosion Resistance of Cohesive Soils
Publication: Journal of the Hydraulics Division
Volume 107, Issue 10
Abstract
An experimental study is described that concerned the surface erosion of an illitic silty clay (Grundite) at selected salinities and water contents; the study was designed to test the applicability of rate process and double layer theories. Both velocity increment and temperature increment tests were run in a refrigerated water tunnel. Experimental activation energies and flow volumes were computer from test results. Values for experimental activation energies range from 14 to 32 kcal/mole, suggesting that interparticle contacts are essentially solid to solid as for soil deformation at higher stress levels. The mechanisms controlling resistance to surface erosion are fundamentally similar to the mechanisms controlling soil strength.
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Published In
Journal of the Hydraulics Division
Volume 107 • Issue 10 • October 1981
Pages: 1211 - 1224
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Oct 1981
Published online: Feb 3, 2021
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Authors
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William E. Kelly, M.ASCE
Prof., Dept. of Civ. Engrg., Univ. of Rhode Island, Kingston, R.I.
Ronald C. Gularte, M.ASCE
Asst. Prof. of Naval Systems Engrg., U.S. Naval Academy, Annapolis, Md.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.
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.