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Numerical Solution for Nonlinear Consolidation of Composite Foundations with Impervious Piles Based on Hansbo’s Flow
Publisher: American Society of Civil Engineers
Abstract: In composite foundations, impervious piles function as vertical reinforcement, significantly enhancing the bearing capacity of the foundation. However, compared to granular material piles, the drainage path in composite ...
Elastoplastic Modeling of Sandy Clays Based on Equivalent Void Ratio Concept
Publisher: ASCE
Abstract: Naturally sedimentary soils, such as marine clays, weathered residual soils, and glacial deposits, usually possess a certain amount of sand particles. These types of soils could be classified as sandy clay, because the ...