Settlement of Ring Footing Resting on Geocell Reinforced Sandy Soil under Cyclic Load

Ring footings are widely used as a foundation for water tanks, television antennas, silos, chimneys, oil storage tanks, etc. This paper is conducted to study the ring footing model's experimental cyclic behavior and circular footing resting on sandy soil reinforced with geocell. A group of nine...

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Autores principales: Fattah Mohammed Y., Al-Neami Mohammed A., Mohammed Sadan A.
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Publicado: EDP Sciences 2021
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Acceso en línea:https://doaj.org/article/1b25e702eeb446a7a335bd174b61bdd4
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spelling oai:doaj.org-article:1b25e702eeb446a7a335bd174b61bdd42021-11-12T11:43:50ZSettlement of Ring Footing Resting on Geocell Reinforced Sandy Soil under Cyclic Load2267-124210.1051/e3sconf/202131801003https://doaj.org/article/1b25e702eeb446a7a335bd174b61bdd42021-01-01T00:00:00Zhttps://www.e3s-conferences.org/articles/e3sconf/pdf/2021/94/e3sconf_icge2021_01003.pdfhttps://doaj.org/toc/2267-1242Ring footings are widely used as a foundation for water tanks, television antennas, silos, chimneys, oil storage tanks, etc. This paper is conducted to study the ring footing model's experimental cyclic behavior and circular footing resting on sandy soil reinforced with geocell. A group of ninety-six test models has been tested to investigate shallow footings' behavior beneath a cyclic loading of various loading rates. Four shapes of footing sand with three relative densities, two embedment depths of footing, two loading rates, and two widths of geocell were used. It was founded that as the footing depth increases, the settlement of soil due to cyclic loading decreases. Generally, when other variables are maintained to be the same, the footing bearing capacity increases when the foundation depth increases. The footing rebounds to some degree during the decay period of the load. The presence of geocell at the footing depth equals 100 mm will provide more improvement in all footing models more than using it at the surface, especially in ring 2 where the radius ratio is 0.4.Fattah Mohammed Y.Al-Neami Mohammed A.Mohammed Sadan A.EDP Sciencesarticlereinforced sandring foundationsgeocell reinforcementcyclic loadingEnvironmental sciencesGE1-350ENFRE3S Web of Conferences, Vol 318, p 01003 (2021)
institution DOAJ
collection DOAJ
language EN
FR
topic reinforced sand
ring foundations
geocell reinforcement
cyclic loading
Environmental sciences
GE1-350
spellingShingle reinforced sand
ring foundations
geocell reinforcement
cyclic loading
Environmental sciences
GE1-350
Fattah Mohammed Y.
Al-Neami Mohammed A.
Mohammed Sadan A.
Settlement of Ring Footing Resting on Geocell Reinforced Sandy Soil under Cyclic Load
description Ring footings are widely used as a foundation for water tanks, television antennas, silos, chimneys, oil storage tanks, etc. This paper is conducted to study the ring footing model's experimental cyclic behavior and circular footing resting on sandy soil reinforced with geocell. A group of ninety-six test models has been tested to investigate shallow footings' behavior beneath a cyclic loading of various loading rates. Four shapes of footing sand with three relative densities, two embedment depths of footing, two loading rates, and two widths of geocell were used. It was founded that as the footing depth increases, the settlement of soil due to cyclic loading decreases. Generally, when other variables are maintained to be the same, the footing bearing capacity increases when the foundation depth increases. The footing rebounds to some degree during the decay period of the load. The presence of geocell at the footing depth equals 100 mm will provide more improvement in all footing models more than using it at the surface, especially in ring 2 where the radius ratio is 0.4.
format article
author Fattah Mohammed Y.
Al-Neami Mohammed A.
Mohammed Sadan A.
author_facet Fattah Mohammed Y.
Al-Neami Mohammed A.
Mohammed Sadan A.
author_sort Fattah Mohammed Y.
title Settlement of Ring Footing Resting on Geocell Reinforced Sandy Soil under Cyclic Load
title_short Settlement of Ring Footing Resting on Geocell Reinforced Sandy Soil under Cyclic Load
title_full Settlement of Ring Footing Resting on Geocell Reinforced Sandy Soil under Cyclic Load
title_fullStr Settlement of Ring Footing Resting on Geocell Reinforced Sandy Soil under Cyclic Load
title_full_unstemmed Settlement of Ring Footing Resting on Geocell Reinforced Sandy Soil under Cyclic Load
title_sort settlement of ring footing resting on geocell reinforced sandy soil under cyclic load
publisher EDP Sciences
publishDate 2021
url https://doaj.org/article/1b25e702eeb446a7a335bd174b61bdd4
work_keys_str_mv AT fattahmohammedy settlementofringfootingrestingongeocellreinforcedsandysoilundercyclicload
AT alneamimohammeda settlementofringfootingrestingongeocellreinforcedsandysoilundercyclicload
AT mohammedsadana settlementofringfootingrestingongeocellreinforcedsandysoilundercyclicload
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