This book presents a systematic approach to numerical solution
for a wide range of spatial contact problems of geotechnics. On the
basis of the boundary element method new techniques and effective
computing algorithms are considered. Special attention is given to
the formulation and analysis of the spatial contact models for
elastic bases. Besides the classical schemes of contact
deformation, new contact models are discussed for spatially
nonhomogeneous and nonlinearly elastic media properly describing
soil properties.
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