Improvement of inclined anchors pullout capacity in geogrid-reinforced sand
نویسندگان
چکیده
A three-dimensional numerical analysis of inclined anchors embedded in unreinforced and geogrid-reinforced sand is presented this paper. The pullout forces breakout factors are compared for the reinforced cases. capacity increased when placed below a layer geogrid reinforcement. influence several other parameters, such as stiffness, inclination angle, soil friction embedment ratio, investigated reported study. Finally, comparison between pile anchor foundation shown transmission tower subjected to lateral wind force.
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ژورنال
عنوان ژورنال: E3S web of conferences
سال: 2023
ISSN: ['2555-0403', '2267-1242']
DOI: https://doi.org/10.1051/e3sconf/202336802022