Investigation of shear strength of interface between roadbase and geosynthetics using large-scale single-stage and multi-stage direct shear test
Author:
Affiliation:
1. School of Civil Engineering, Faculty of Engineering, Architecture and Information Technology, The University of Queensland, Brisbane, Australia
2. UWE Global Pty Ltd, Shenzhen, China
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/14680629.2018.1561378
Reference39 articles.
1. Effect of Soil Moisture Content and Dry Density on Cohesive Soil–Geosynthetic Interactions Using Large Direct Shear Tests
2. Soil-Geogrid Reinforcement Interaction by Pullout and Direct Shear Tests
3. Modeling of soil–woven geotextile interface behavior from direct shear test results
4. Evaluation of Interface Shear Strength Properties of Geogrid Reinforced Foamed Recycled Glass Using a Large-Scale Direct Shear Testing Apparatus
5. Geotechnical and Geoenvironmental Properties of Recycled Construction and Demolition Materials in Pavement Subbase Applications
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