Geotechnical failures, specially the catastrophic ones, are a
stimulus to improve current understanding of phenomena and
procedures and tools for analysis and prediction.
This unconventional approach to geomechanics is the essence of
this book. In general, soil mechanics and geotechnical textbooks
describe first the concepts and theoretical developments and then
apply them to interpret or solve a particular applications. This
book follows a different course. The case (a failure) is first
described and then an explanation is sought. This requires a set of
steps which can be summarized as follows: Identify the nature of
the problem, develop a dedicated and specific formulation of the
case, based on established basic concepts. In general, no single
existing theory or procedure is available to solve the case at
hand, provide a solution within an acceptable degree of complexity,
extract the fundamental aspects of the problem and highlight its
relevance.
The cases selected have been grouped into three main topics:
Landslides, Embankments and Dams and Dynamics of Failures. Cases
selected (Vaiont, Aznalcollar, Brattas-St. Moritz) are unique and
illustrate a number of relevant and to some extent controversial
issues which are of wide interest, without claiming exhaustive
treatment of the subject.
The book teaches how to build the necessary models to understand
the failures. Well established soil mechanics concepts are the
necessary background. But the cases analyzed require in general a
step ahead which is specific for the case analyzed. Balance and
equilibrium equations are often required as a starting point. They
are formulated at different scales, which are selected having in
mind the abstract representation of each case.
Various chapters illustrate also the coupled nature
(flow-deformation-temperature) of geotechnical problems and the
need to properly address these complexities in some cases. In fact,
temperature effects, a subject often neglected in conventional
analyses, are necessary to explain some catastrophic landslides
(Vaiont). In some of the chapters, specific calculation tools,
included in well known and widely available programs (Excel, Maple
) have been used. Details of the ad hoc programs developed have
also been included in Appendices to help the readers to follow the
details of the calculation.
Finite element methods have not been used. In the landslides
analyzed (Vaiont and Brattas-St. Moritz) currently available
commercial programs are of limited utility. In the remaining cases
the analysis performed provides a sufficient insight and
interpretation of field behaviour.
Chapters include also a short description of the changes in the
original design and the mitigation measures which could have
prevented the failure. Also, a summary section of lessons learned
is provided in all chapters. Finally, selected topics and more
advanced reading are suggested.
This book is associated with a Master/Doctorate course being
offered at the Department of Geotechnical Engineering and
Geosciences of UPC, Barcelona. Potential readers therefore include
Graduate and Master students, faculty and professionals in the
fields of Civil and Geotechnical Engineering."
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