NDLI: Numerical Study of Behavior of Circular Footing on Geogrid-Reinforced Sand Under Static and Dynamic Loading

Content Provider	Springer Nature Link
Author	Zidan, A. F.
Copyright Year	2012
Abstract	A series of axi-symmetry models using finite element analyses were performed to investigate the behavior of circular footings over reinforced sand under static and dynamic loading. Geogrid was modeled as an elastic element and the soil was modeled using hardening soil model which use an elasto-plastic hyperbolic stress–strain relation. Several parameters including number of geogrid layers, depth to the first geogrid layer, spacing between layers and load amplitude of dynamic loading are selected in this paper to investigate the influence of these parameters on the performance of reinforced systems under both static and dynamic loads. The numerical studies demonstrated that the presence of geogrid in sand makes the relationship between contact pressure and settlement of reinforced system nearly linear until reaching the failure stage. The rate of footing settlement decreases as the number of loading cycles increases and the optimum values of the depth of first geogrid layer and spacing between layers is found 20% of the footing diameter. Some significant observations on the performance of footing-geogrid systems with change of the values of parametric study are presented in this paper.
Starting Page	499
Ending Page	510
Page Count	12
File Format	PDF
ISSN	09603182
Journal	Geotechnical and Geological Engineering
Volume Number	30
Issue Number	2
e-ISSN	15731529
Language	English
Publisher	Springer Netherlands
Publisher Date	2012-02-04
Publisher Place	Dordrecht
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	Bearing capacity Circular footing Dynamic loading Geogrid reinforcement Finite element analysis Geotechnical Engineering & Applied Earth Sciences Waste Management/Waste Technology Hydrogeology Civil Engineering Terrestrial Pollution
Content Type	Text
Resource Type	Article
Subject	Soil Science Geology Architecture Geotechnical Engineering and Engineering Geology

Sl.	Authority	Responsibilities	Communication Details
1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
2	Indian Institute of Technology Kharagpur	Host Institute of the Project: The host institute of the project is responsible for providing infrastructure support and hosting the project	https://www.iitkgp.ac.in
3	National Digital Library of India Office, Indian Institute of Technology Kharagpur	The administrative and infrastructural headquarters of the project	Dr. B. Sutradhar bsutra@ndl.gov.in
4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
5	Website/Portal (Helpdesk)	Queries regarding NDLI and its services	support@ndl.gov.in
6	Contents and Copyright Issues	Queries related to content curation and copyright issues	content@ndl.gov.in
7	National Digital Library of India Club (NDLI Club)	Queries related to NDLI Club formation, support, user awareness program, seminar/symposium, collaboration, social media, promotion, and outreach	clubsupport@ndl.gov.in
8	Digital Preservation Centre (DPC)	Assistance with digitizing and archiving copyright-free printed books	dpc@ndl.gov.in
9	IDR Setup or Support	Queries related to establishment and support of Institutional Digital Repository (IDR) and IDR workshops	idr@ndl.gov.in

Bearing capacity of strip foundation on geogrid-reinforced sand

Bearing capacity of square footings on reinforced layered soil

Behaviour of Cellular Reinforced Sand Under Triaxial Loading Conditions

Creep and rate of loading effects on geogrid- reinforced sand

Ultimate Bearing Capacity of a Footing Considering the Interference of an Existing Footing on Sand

Bearing capacity of rectangular footing on reinforced soil

Bearing Capacity of Eccentrically–Obliquely Loaded Footings Resting on Fiber-Reinforced Sand

Experimental and Numerical Study of Strip Footing Supported on Stabilized Sand Slope

Finite Element Analysis of Geogrid Encased Stone Columns

Numerical Study of Behavior of Circular Footing on Geogrid-Reinforced Sand Under Static and Dynamic Loading

Similar Documents

Bearing capacity of strip foundation on geogrid-reinforced sand

Bearing capacity of square footings on reinforced layered soil

Behaviour of Cellular Reinforced Sand Under Triaxial Loading Conditions

Creep and rate of loading effects on geogrid- reinforced sand

Ultimate Bearing Capacity of a Footing Considering the Interference of an Existing Footing on Sand

Bearing capacity of rectangular footing on reinforced soil

Bearing Capacity of Eccentrically–Obliquely Loaded Footings Resting on Fiber-Reinforced Sand

Experimental and Numerical Study of Strip Footing Supported on Stabilized Sand Slope

Finite Element Analysis of Geogrid Encased Stone Columns

Numerical Study of Behavior of Circular Footing on Geogrid-Reinforced Sand Under Static and Dynamic Loading