|
Showing 1 - 2 of
2 matches in All Departments
This is the first book to revisit geotechnical site
characterization from a probabilistic point of view and provide
rational tools to probabilistically characterize geotechnical
properties and underground stratigraphy using limited information
obtained from a specific site. This book not only provides new
probabilistic approaches for geotechnical site characterization and
slope stability analysis, but also tackles the difficulties in
practical implementation of these approaches. In addition, this
book also develops efficient Monte Carlo simulation approaches for
slope stability analysis and implements these approaches in a
commonly available spreadsheet environment. These approaches and
the software package are readily available to geotechnical
practitioners and alleviate them from reliability computational
algorithms. The readers will find useful information for a
non-specialist to determine project-specific statistics of
geotechnical properties and to perform probabilistic analysis of
slope stability.
This is the first book to revisit geotechnical site
characterization from a probabilistic point of view and provide
rational tools to probabilistically characterize geotechnical
properties and underground stratigraphy using limited information
obtained from a specific site. This book not only provides new
probabilistic approaches for geotechnical site characterization and
slope stability analysis, but also tackles the difficulties in
practical implementation of these approaches. In addition, this
book also develops efficient Monte Carlo simulation approaches for
slope stability analysis and implements these approaches in a
commonly available spreadsheet environment. These approaches and
the software package are readily available to geotechnical
practitioners and alleviate them from reliability computational
algorithms. The readers will find useful information for a
non-specialist to determine project-specific statistics of
geotechnical properties and to perform probabilistic analysis of
slope stability.
|
|