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What is Interface Behavior of Soil and Geosynthetics about?

This study investigated the interface behavior of different soils and geosynthetics through direct shear and pullout tests. Three soil types with varying particle sizes and three geosynthetic materials were tested. Direct shear tests were conducted according to ASTM D5321, using a modified shear box containing a rigid base covered with geosynthetic. Pullout tests followed ASTM D6706. Results showed the interface friction angle increased linearly with soil particle size. Pullout interaction coefficients rang

Author

Mae Lingan-Lasquero

Language

EN