Investigating the Influence of Filter Uniformity Coefficient and Effective Pore Size on Critical Hydraulic Gradient and Maximum Erosion of Dispersive and Non-dispersive Samples

Subject Areas : Journal of Water Sciences Research

J Bazargan ¹ , H.R Eskandari ²

1 - Associate Professor, Department of Civil Engineering, University of Zanjan, Zanjan, Iran
2 - M.Sc. Graduate, Department of Civil Engineering, Zanjan University, Zanjan, Iran

Received: 2015-05-17 Accepted : 2015-05-17 Published : 2013-10-01

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