The Boussinesq problem for soils with bounded non-homogeneity
作者： Christos Vrettos
DOI: 10.1002/(SICI)1096-9853(199808)22:8<655::AID-NAG938>3.0.CO;2-R
关键词: Domain (mathematical analysis) 、 Integral transform 、 Mathematical analysis 、 Surface (mathematics) 、 Bounded function 、 Geometry 、 Soil mechanics 、 Mathematics 、 Power series 、 Compressibility 、 Homogeneity (physics)
摘要: The response of a compressible continuously non-homogeneous elastic soil to static vertical point load on its surface is analytically investigated by using classical integral transform techniques and the extended power series method for obtaining solution in domain. non-homogeneity described means depth-function which non-zero at bounded infinity capable modelling both increasing decreasing stiffness with depth. influence displacements stresses interior examined over wide range governing parameters. © 1998 John Wiley & Sons, Ltd.
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