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The Relationship of Particle Gradation and Relative Density with Soil Shear Strength Parameters from Direct Shear Tests
The Relationship of Particle Gradation and Relative Density with Soil Shear Strength Parameters from Direct Shear Tests
2014
Z. Ahsan
Z. Chik
Z. Abedin
Keywords:
Geotechnical engineering
Particle
Direct shear test
Geology
Shear strength (soil)
Gradation
Relative density
Cohesion (geology)
Triaxial shear test
Materials science
Correction
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