Development of semi-physically based model to predict erosion rate of kaolinite clay under different moisture content
Author:
Affiliation:
1. Geology Department, Baylor University One Bear Place, No. 97354, Waco, TX 76798, USA.
2. USDA–ARS–HERU, 1301 North Western Road, Stillwater, OK 74075, USA.
Abstract
Publisher
Canadian Science Publishing
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2012-0274
Reference74 articles.
1. An Unconfined Direct Tension Test for Compacted Clays
2. Prediction of channel degradation rates in urbanizing watersheds
3. Al-Madhhachi, A.T., Garey, A.F., Avdhesh, K.T., Greg, J.H., and Rifat, B. 2011. Measuring the erodibility of cohesive soils influenced by seepage forces using a laboratory jet erosion test device. In ASABE Annual International Meeting, Louisville, Kentucky, August 7–10, 2011.
4. Annandale, G.W. 2006. Scour technology: mechanics and engineering practice. McGraw-Hill, New York.
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