Developing a two-dimensional nonlinear vertical spring model for mat foundation in clays using hyperbolic function

淡江大學機構典藏 > 工學院 > 土木工程學系暨研究所 > 會議論文 > Item 987654321/126182

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题名:	Developing a two-dimensional nonlinear vertical spring model for mat foundation in clays using hyperbolic function
作者:	Chang, D.W. and Chou, T.M.
日期:	2023-08-14
上传时间:	2024-09-13 12:05:35 (UTC+8)
摘要:	A two-dimensional nonlinear soil spring model for mat foundation in clays is introduced in this paper. Hyperbolic function was used to model the nonlinear load-displacement relationships of the mat. The solutions from three-dimensional finite element analysis were analyzed to find the model parameters of the soil springs underneath the slab. Using the normalized functions of the model parameters across the mat, the two-dimensional modelling of the soil springs was suggested. The solutions from the proposed model with the finite difference analysis were found agreeable to the three-dimensional finite element analysis.
關聯:	Smart Geotechnics for Smart Societies, p.5
显示于类别:	[土木工程學系暨研究所] 會議論文

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