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FS=1.5: Is It Appropriate for Embankment Design?

by Scott A. Ashford,
Lawrence H. Roth,
Sandra L. Madsen,
Donald G. Anderson,



Document Type: Proceeding Paper

Part of: Stability and Performance of Slopes and Embankments II

Subject Headings: Shear strength | Safety

Services: Buy this book/Buy this article

 

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