Evaluation of Interface Friction Properties between Coarse Grained Materials and Geosynthetics
Yong-Chai Chang, Seung‐Eun Lee, Ji-Woong Seo
Abstract
Yong-Chai Chang, Seung‐Eun Lee, Ji-Woong Seo
Abstract
The purpose of the study was to evaluate how much gastropod shell effected its properties better than crushed stone as coarse grained materials by comparing friction properties of a contact surface between coarse grained materials and geosynthetics with the large-scale direct shear test. To achieve the purpose, the study compared and analyzed friction coefficient and friction angle by making crushed stone or gastropod shell into model ground and by installing and shearing non-woven fabric or geostrip geosynthetics. As the results of the analysis, crushed stone had the internal friction angle of when its unit weight was and gastropod shell had the internal friction angle of when its unit weight was . Also, the friction angle of a contact surface between geosynthetics and crushed stone was larger than the friction angle of a contact surface between geosynthetics and gastropod shell.
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The purpose of the study was to evaluate how much gastropod shell effected its properties better than crushed stone as coarse grained materials by comparing friction properties of a contact surface between coarse grained materials and geosynthetics with the large-scale direct shear test. To achieve the purpose, the study compared and analyzed friction coefficient and friction angle by making crushed stone or gastropod shell into model ground and by installing and shearing non-woven fabric or geostrip geosynthetics. As the results of the analysis, crushed stone had the internal friction angle of when its unit weight was and gastropod shell had the internal friction angle of when its unit weight was . Also, the friction angle of a contact surface between geosynthetics and crushed stone was larger than the friction angle of a contact surface between geosynthetics and gastropod shell.
Key concepts: Geosynthetics, Friction angle, Materials science, Geotechnical engineering, Contact angle, Shearing (physics), Composite material, Friction coefficient