Pullout tests on diagonally enhanced geocells embedded in sand to improve load-deformation response subjected to significant planar tensile loads

This paper presents pullout test results on conventional (ordinary) and diagonally enhanced geocells under surcharge pressures of 3, 13, 23 and 33 kPa. Extensive pullout tests on scaled geocells embedded in silica sand are performed to investigate the effects of improvements on load-deformation resp...

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Veröffentlicht in:	Geotextiles and geomembranes 2021-10, Vol.49 (5), p.1229-1244
Hauptverfasser:	Fakharian, Kazem, Pilban, Aref
Format:	Artikel
Sprache:	eng
Schlagworte:	Bearing capacity Deformation Deformation effects Diagonally enhanced geocell Formability Geogrid Geotechnology Interaction mechanism Mechanical properties Pull out tests Pullout box Reinforced soil Sand Silicon dioxide Stiffness Tensile strength Tensile stress Webs
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