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- W2388528399 abstract "The bearing capacity analysis was carried out by finite element method using a viscoplastic algorithm and the Tresca yield criterion.The six-noded triangle was used to modeling foundation soil,and beam element was incorporated to model beam foundation.A four-noded quadrilateral element was adopted in order to model the interface between beam and foundation soil.The design was put forword by the calculations.Compared with standardized methods and static load test results,the proposed method is more reasonable to evaluate the bearing capacity of beam foundation on underlying weak laminated arch clay,while the standardized method was relative conservative.The influences of beam stiffness on the bearing capacity were also analyzed,calculation shows beams with lower stiffness are more applicable to weak layer relatively." @default.
- W2388528399 created "2016-06-24" @default.
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- W2388528399 date "2010-01-01" @default.
- W2388528399 modified "2023-09-24" @default.
- W2388528399 title "Finite element analysis of bearing capacity of beam foundation on underlying weak laminated arch clay" @default.
- W2388528399 hasPublicationYear "2010" @default.
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