Original paper
Experimental Investigation of Response of Different Granular Soil–3D Geogrid Interfaces Using Large-Scale Direct Shear Tests
Abstract
This paper investigates the effect of reinforcement forms on the interface shear strength of geosynthetic-reinforced granular soil by conducting a set of large-scale direct shear tests. Three sands of different size (fine, medium, and coarse) and fine gravel of particle size between 0.075 and 10 mm were used for the study. Planar and three-dimensional (3D) geogrids of triangular and rectangular forms were adopted as the reinforcing material. The...
Paper Details
Title
Experimental Investigation of Response of Different Granular Soil–3D Geogrid Interfaces Using Large-Scale Direct Shear Tests
Published Date
Apr 1, 2019
Volume
31
Issue
4
Citation AnalysisPro
You’ll need to upgrade your plan to Pro
Looking to understand the true influence of a researcher’s work across journals & affiliations?
- Scinapse’s Top 10 Citation Journals & Affiliations graph reveals the quality and authenticity of citations received by a paper.
- Discover whether citations have been inflated due to self-citations, or if citations include institutional bias.
Notes
History