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- W2374110427 abstract "Based on the elastic-plastic theory,using the finite difference method,it carries on numerical analysis on deformation and failure under uplift loading to gravel soil.It obtains gravel soil reaming soil foundation failure pattern under uplift loading." @default.
- W2374110427 created "2016-06-24" @default.
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- W2374110427 date "2013-01-01" @default.
- W2374110427 modified "2023-09-26" @default.
- W2374110427 title "Analysis on failure characteristics of spread foundation gravel soil under uplift conditions" @default.
- W2374110427 hasPublicationYear "2013" @default.
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