Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/4341
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dc.contributor.authorPani, Sambit-
dc.contributor.authorKhuntia, Sunil-
dc.date.accessioned2024-01-25T09:54:32Z-
dc.date.available2024-01-25T09:54:32Z-
dc.date.issued2024-01-
dc.identifier.citation2nd International Conference on Geotechnical Issues in Energy, Infrastructure and Disaster Management(ICGEID), IIT Patna, India, 18th-20th January 2024en_US
dc.identifier.urihttp://hdl.handle.net/2080/4341-
dc.descriptionCopyright belongs to proceeding publisheren_US
dc.description.abstractOver the past few decades, researchers have employed diverse numerical and experimental techniques to simulate the bearing capacity of a foundation within consistent soil compositions. In practical scenarios, soil properties consistently exhibit spatial variations, significantly influencing the foundation's load-bearing capability. This study explores an eccentrically loaded foundation's load-bearing capacity in spatially heterogeneous cohesionless soil. The investigation employs random lower bound limit analysis through the finite element method. The spatial distribution of soil is generated by discretizing the random field of internal friction angle using the Karhunen-Loéve (KL) expansion method. The stochastic response is determined using the Monte Carlo Simulation technique. The effect of load eccentricity for various stochastic parameters on the mean bearing capacity factor (μNγ), such as coefficient of variation of soil friction angle (COVϕ) and spatial correlation lengths, has been studied.en_US
dc.subjectBearing capacityen_US
dc.subjectProbabilistic analysisen_US
dc.subjectLower bound finite element limit analysisen_US
dc.subjectStrip Footingsen_US
dc.titleBearing Capacity of Strip Footing on Spatially Random Cohesionless Soils with Eccentric Loadingen_US
dc.typeArticleen_US
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