This book presents a new method for solving geomechanical
problems - one that explicitly takes into account deformation and
fractures of soils, which create important effects, but are
neglected in classical approaches. The method reveals the influence
of the form of a structure on its ultimate state. The entire
approach takes into account five types of physical as well as
geometrical non-linearity, and highlights the simplicity of some
non-linear computations against the consequently linear ones.
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