Development of a Novel Laboratory Rotating Surface Erosion Apparatus for Cohesive or Stabilized Soils

Author:

Lin Yunjie1,Lin Cheng2,Tura Armando1

Affiliation:

1. Department of Civil Engineering, University of Victoria, 3800 Finnerty Rd., Victoria, BC V8P 5C2, Canada

2. Department of Civil Engineering, University of Victoria, 3800 Finnerty Rd., Victoria, BC V8P 5C2, Canada (Corresponding author), e-mail: chenglin918@uvic.ca, https://orcid.org/0000-0002-3599-5795

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference40 articles.

1. Annandale, G. W. 2005. Scour Technology: Mechanics and Engineering Practice. New York: McGraw Hill Professional.

2. Akky, M. R. and C. K. Shen. 1973. “Erodibility of a Cement-Stabilized Sandy Soil.” In Soil Erosion: Causes and Mechanisms: Prevention and Control, 30–41. Washington, DC: Transportation Research Board.

3. Al-Ali, A. M. A. “Temperature Effects on Fine-Grained Soil Erodibility.” Master’s thesis, Kansas State University, 2016.

4. Fundamental Aspects of Erosion of Cohesive Soils;Arulanandan;Journal of the Hydraulics Division,1975

5. The Rotating Erosion Testing Apparatus (RETA): A Laboratory Device for Measuring Erosion Rates versus Shear Stresses of Rock and Cohesive Materials;Bloomquist;Geotechnical Testing Journal,2012

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