A Laboratory Investigation on Shear Strength Behavior of Sandy Soil: Effect of Glass Fiber and Clinker Residue Content

Data publikacji: 16 lut 2018

Zakres stron: 3 - 15

DOI: https://doi.org/10.1515/sgem-2017-0032

Słowa kluczowe

direct shear test, glass fibers, clinker residue, peak shear stress, sand, normal stress, cohesion, frictional angle

© 2017 Leyla Bouaricha et al., published by De Gruyter Open

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.