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Erschienen in: International Journal of Geosynthetics and Ground Engineering 6/2023

01.12.2023 | Original Paper

Experimental Investigation on the Applicability of a Novel Tire-Grid Used in Slope Stabilization Under Repeated Loads

verfasst von: Gholamhosein Tavakoli Mehrjardi, Mahdi Kargar

Erschienen in: International Journal of Geosynthetics and Ground Engineering | Ausgabe 6/2023

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Abstract

Stockpiled waste tires are flammable, prone to fires that generate toxic fumes, and may then cause a major health hazard for both human beings and animals. Regarding this matter, this study investigated the beneficial application of worn tires in the form of tire-grid as a layer of reinforcement in a sandy slope. Therefore, large-scale repeated plate load tests were carried out to study the reinforcement effect of the proposed tire-grid under various conditions such as different burial depths and different loading plate diameters. Moreover, one test with a layer of commercial geogrid was performed to compare the efficiency of the tire-grid and geogrid. The results showed that the tire-grid had a significant contribution to improvement of the performance of the sandy slope, bringing about a twofold increase in the bearing capacity in comparison with the unreinforced condition. The optimal condition was reached when the tire-grid was embedded at a burial depth of 0.3B, but the bearing capacity of the plate had an upward trend as the length of the tire-grid increased. It was realized that the proposed tire-grid satisfied all aspects of a sustainable product in terms of the technical, environmental and economical perspectives, confirming that it can be an excellent reinforcing alternative.

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Metadaten
Titel
Experimental Investigation on the Applicability of a Novel Tire-Grid Used in Slope Stabilization Under Repeated Loads
verfasst von
Gholamhosein Tavakoli Mehrjardi
Mahdi Kargar
Publikationsdatum
01.12.2023
Verlag
Springer International Publishing
Erschienen in
International Journal of Geosynthetics and Ground Engineering / Ausgabe 6/2023
Print ISSN: 2199-9260
Elektronische ISSN: 2199-9279
DOI
https://doi.org/10.1007/s40891-023-00485-4

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