The aim of this book is to provide a new angle on the analysis of
slope stability with the Boundary Element Method. The main
advantages of BEM are the reduction of the dimensionality of the
problem to be solved and accurate selective calculation of internal
stresses. This makes it possible, as shown in the book, to develop
the algorithms of slip surface analysis of slope more accurate,
more rigorous and more easy to be used than in the conventional
limit equilibrium methods. The full elastoplastic analysis of slope
is also investigated. Besides, the interested reader can find a
detailed study of Melan's fundamental solution such as its
displacements, its corresponding Galerkin tensor and the treatment
of body forces in the half-plan. The basic theory of BEM is
outlined in the book so that undergraduate and graduate students of
civil engineering, mining engineering and engineering geology can
read it without difficulty.
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