Corpus ID: 139955147

Frictional interaction properties between geomaterials and geosynthetics

@inproceedings{Coronel2006FrictionalIP,
  title={Frictional interaction properties between geomaterials and geosynthetics},
  author={Julian Coronel},
  year={2006}
}
Analysis of sand – woven geotextile interface shear behavior using discrete element method (DEM)
The interaction between soil and geotextile is essential for the performance of reinforced soil. This study reveals the microscopic mechanism of interface shear between sand and geotextile based on...
Mechanical behaviour of sand-geotextile interface
In this study, interface direct shear tests were undertaken to investigate improvement in the mechanical behaviour of granular soils when reinforced with geotextile inclusions. Unlike past studies,Expand

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Current design regulations preclude the usage of cohesive backfills in reinforced soil structures regardless of whether the reinforcement is metallic or polymer fabric. The main reasons for this are:Expand
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The objective of the present study was to evaluate the mechanical properties of the tire chips and soil-tire chip mixtures relevant to geosynthetic-reinforced earthworks. Tests were conducted toExpand
Analysis of laboratory and field pull-out tests of geosynthetics in clayey soils
Soil reinforcement interaction is a key issue in the design of reinforced soil structures. Therefore, it is important to analyze the pull-out mechanism, and to evaluate the interaction between theExpand
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An important design parameter of reinforced soil structures is the friction mobilized between the soil and reinforcement elements, i.e., the pullout friction. The most commonly adopted method toExpand
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Shear frictional behavior of soil/geosynthetic interfaces plays a pivotal role in the overall performance of geotextile-reinforced roads. Since a substantial proportion of the total land areas inExpand
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In this and a companion paper (Mitchell and Zornberg 1994), the use and performance of reinforced soil structures constructed with poorly draining and/or cohesive backfills is evaluated. ThisExpand
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