On the Determination of Foundation Model Parameters
作者： Arnold D. Kerr
DOI: 10.1061/(ASCE)0733-9410(1985)111:11(1334)
关键词: Statistical physics 、 Model parameters 、 Continuum mechanics 、 Geotechnical engineering 、 Subgrade 、 Mathematics 、 Structural engineering 、 Foundation (engineering) 、 Elastic analysis 、 Elastic continuum
摘要: Various methods for the determination of foundation model parameters are reviewed. It is then shown that one four known conceptually questionable validity because according to it may be expressed analytically in terms elastic constants (E,υ) actual subgrade. As part presentation, Pasternak response derived from equations an continuum. The paper concludes with a discussion other published literature these parameters.
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