Effect of Soil Fines on Geosynthetic Interface Shear Strength

The interface between a geosynthetic drainage composite (GDC) and textured geomembrane (GMX) is assumed to be free of soil particles and other debris to facilitate drainage, maintain interface shear resistance, and minimize clogging. However, soil particles usually can pass through the GDC and accum...

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Veröffentlicht in:	International journal of geosynthetics and ground engineering 2024-12, Vol.10 (6), Article 94
Hauptverfasser:	Lin, Jiale, Stark, Timothy D., Jung, Hyunil, Idries, Abedalqader
Format:	Artikel
Sprache:	eng
Schlagworte:	Building Materials Case Study Drainage systems Engineering Environmental Science and Engineering Fines Foundations Geoengineering Geosynthetics Hydraulics Interfacial shear strength Landfill construction Particulate composites Ring shear tests Shear strength Soil resistance Soil strength
Online-Zugang:	Volltext
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