Effect of Gradation on the Strength and Stress-Dilation Behavior of Coarse-Grained Soils in Drained and Undrained Triaxial Compression

Title
Effect of Gradation on the Strength and Stress-Dilation Behavior of Coarse-Grained Soils in Drained and Undrained Triaxial Compression
Authors
Keywords
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Publisher
American Society of Civil Engineers (ASCE)
Online
2023-02-23
DOI
10.1061/jggefk.gteng-10972

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