Bearing capacity of strip footing on reinforced layered granular soils

In this study a limit equilibrium method is proposed to determine the bearing capacity of strip foundations on geosynthetic reinforced sand soils. A two-layered granular soil was foreseen to represent the loose in situ soil and the compacted fill above the reinforcement. First the modified bearing c...

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Main Authors: Elif Cicek, Erol Guler
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2015-05-01
Series:Journal of Civil Engineering and Management
Subjects:
Online Access:http://journals.vgtu.lt/index.php/JCEM/article/view/2898
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author Elif Cicek
Erol Guler
author_facet Elif Cicek
Erol Guler
author_sort Elif Cicek
collection DOAJ
description In this study a limit equilibrium method is proposed to determine the bearing capacity of strip foundations on geosynthetic reinforced sand soils. A two-layered granular soil was foreseen to represent the loose in situ soil and the compacted fill above the reinforcement. First the modified bearing capacity factors Nq and Nγ were derived for the two layered granular reinforced soil. The bearing capacities were also calculated for different reinforcement geometries and soil properties using Finite Element analyses. The bearing capacities obtained from Finite Element and Limit Equilibrium analyses were compared, it was seen a good agreement. Therefore, it was concluded that the new limit equilibrium method proposed in this paper for reinforced two-layered soils can be successfully used in calculating the bearing capacities of geosynthetic reinforced soils.
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spelling doaj.art-70ac23cba29d41de9389acd9eafb555e2022-12-21T23:18:01ZengVilnius Gediminas Technical UniversityJournal of Civil Engineering and Management1392-37301822-36052015-05-0121510.3846/13923730.2014.890651Bearing capacity of strip footing on reinforced layered granular soilsElif Cicek0Erol Guler1Department of Civil Engineering, Ataturk University, 25240 Erzurum, TurkeyDepartment of Civil Engineering, Bogazici University, 34342 Istanbul, TurkeyIn this study a limit equilibrium method is proposed to determine the bearing capacity of strip foundations on geosynthetic reinforced sand soils. A two-layered granular soil was foreseen to represent the loose in situ soil and the compacted fill above the reinforcement. First the modified bearing capacity factors Nq and Nγ were derived for the two layered granular reinforced soil. The bearing capacities were also calculated for different reinforcement geometries and soil properties using Finite Element analyses. The bearing capacities obtained from Finite Element and Limit Equilibrium analyses were compared, it was seen a good agreement. Therefore, it was concluded that the new limit equilibrium method proposed in this paper for reinforced two-layered soils can be successfully used in calculating the bearing capacities of geosynthetic reinforced soils.http://journals.vgtu.lt/index.php/JCEM/article/view/2898bearing capacityreinforced soiltensile forcelayered soilsstrip footingfinite elements
spellingShingle Elif Cicek
Erol Guler
Bearing capacity of strip footing on reinforced layered granular soils
Journal of Civil Engineering and Management
bearing capacity
reinforced soil
tensile force
layered soils
strip footing
finite elements
title Bearing capacity of strip footing on reinforced layered granular soils
title_full Bearing capacity of strip footing on reinforced layered granular soils
title_fullStr Bearing capacity of strip footing on reinforced layered granular soils
title_full_unstemmed Bearing capacity of strip footing on reinforced layered granular soils
title_short Bearing capacity of strip footing on reinforced layered granular soils
title_sort bearing capacity of strip footing on reinforced layered granular soils
topic bearing capacity
reinforced soil
tensile force
layered soils
strip footing
finite elements
url http://journals.vgtu.lt/index.php/JCEM/article/view/2898
work_keys_str_mv AT elifcicek bearingcapacityofstripfootingonreinforcedlayeredgranularsoils
AT erolguler bearingcapacityofstripfootingonreinforcedlayeredgranularsoils