Article ID Journal Published Year Pages File Type
4921656 Geotextiles and Geomembranes 2017 9 Pages PDF
Abstract
Based on the result of several large-scale pullout tests, a theoretical method to determine the peak pullout resistance of extruded geogrids embedded in a compacted granular soil is proposed. The method takes into account the interference mechanism due to the proximity of the transversal bearing members and works well for soil-geogrid interfaces in which scale effect is negligible.
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Related Topics
Physical Sciences and Engineering Earth and Planetary Sciences Geotechnical Engineering and Engineering Geology
Preview
Modelling interference between the geogrid bearing members under pullout loading conditions
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