2020
DOI: 10.21608/auej.2020.120365
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Experimental and Numerical Study of the Isometric Cogged Biaxial Geogrid (Icb-Ggr)

Abstract: The main factors affecting the soil-geogrid interaction are friction, interlocking of the soil through the apertures and the soil particles size.In the present study a hypothesis assumption of modifying the conventional Biaxial Geogrid by adding cubic cogsdistributed in a sine wave order on both sides of the geogrid ribs, that could improve the soil-geogrid interaction by generate interlocking mechanism between the ribs and the soil."ICB-GGR"is the name of the proposed geogrid as an abbreviation for Isometric … Show more

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Cited by 4 publications
(3 citation statements)
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“…Moreover, it was noticed that the obtained results are the best representatives of the behaviour of grids since the relationships between the normal stresses (𝜎 𝑛 ), and the corresponding ultimate shear strengths (𝜏 𝑒𝑙𝑑 ) are nearly linear as shown in figures 8 and 9, respectively [6]. Finally, it is worth noting that only the tests results which serve the main goal of this study are introduced [10] [11].…”
Section: Experimental Pull-out Tests and Resultsmentioning
confidence: 93%
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“…Moreover, it was noticed that the obtained results are the best representatives of the behaviour of grids since the relationships between the normal stresses (𝜎 𝑛 ), and the corresponding ultimate shear strengths (𝜏 𝑒𝑙𝑑 ) are nearly linear as shown in figures 8 and 9, respectively [6]. Finally, it is worth noting that only the tests results which serve the main goal of this study are introduced [10] [11].…”
Section: Experimental Pull-out Tests and Resultsmentioning
confidence: 93%
“…In addition, the highest efficiency of Biaxial Grids occurs when the width of the grid's aperture is higher than 3.5 times the average particle's size of the soil [24]. It is worth noting that the recommendations and conclusions reported in the aforementioned studies were considered and applied to produce a novel cogged biaxial grid for improving the pull-out resistance of the reinforced soil [10] and [11]. The improvement would be gained by increasing the interface friction between the soil particles and the sine waveform cogs distributed on the ribs.…”
Section: Introductionmentioning
confidence: 99%
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