Data for: Selection of Design Friction Angle: A Strain Based Empirical Method for Cohesionless Soils
Published: 20 September 2019| Version 1 | DOI: 10.17632/rmwjbrgxxn.1
Contributors:
ozer cinicioglu,
emirhan sancak
Description
This dataset contains results from triaxial tests on ten different sand types. Information and results are given on consolidation method, relative density, principal effective stresses at the end of consolidation, shear strain at failure, and peak dilatancy angle.
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Categories
Geotechnical Engineering, Geomechanics, Soil Mechanics, Geotechnics, Foundation Engineering