Soil–geosynthetic inclined plane shear behavior: influence of soil moisture content and geosynthetic type
作者： Maria de Lurdes Lopes , Fernanda Ferreira , José Ricardo Carneiro , Castorina Silva Vieira , None
DOI: 10.1179/1939787914Y.0000000047
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摘要: AbstractThis paper deals with the inclined plane shear on three different geosynthetics (a geocomposite (GC), a non-woven geotextile (GTX), and an extruded geogrid (GGR)) residual soil from granite. Soil geosynthetic properties, test equipment, procedures are described. The influence of moisture content type soil–geosynthetic interaction behavior is discussed by analyzing results tests. main conclusions that can be outlined present study following: (1) was relevant for soil–GTX soil–GC interfaces. Indeed, resistance those interfaces decreased increase content. No significant differences were observed between geosynthetics; (2) soil–GGR interface less evident. A slight decrease friction angle only highest mo...
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maneyonline.com参考文章(11)
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