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This book is related to a parametric study of the soil–structural
interface shearing behavior based on the numerical simulations of
interface shear test with DEM, which is conducted from the role of
soil properties, particle properties and structural properties. To
aid readers in easily understanding the generation, implementation
of models and controlling modes, for each part, the relevant code
is provided in the text, and the whole source code of model is
given in Appendix to share with readers for practice. The
book is intended for graduate-level teaching and research in soil
mechanics and geotechnical engineering, as well as in other related
engineering specialties. This book is also of use to industry
practitioners due to the inclusion of real-world applications,
opening the door to advanced courses on modeling within the
industrial engineering and operations research fields. Â
This book introduces systematically the application of Bayesian
probabilistic approach in soil mechanics and geotechnical
engineering. Four typical problems are analyzed by using Bayesian
probabilistic approach, i.e., to model the effect of initial void
ratio on the soil-water characteristic curve (SWCC) of unsaturated
soil, to select the optimal model for the prediction of the creep
behavior of soft soil under one-dimensional straining, to identify
model parameters of soils and to select constitutive model of soils
considering critical state concept. This book selects the simple
and easy-to-understand Bayesian probabilistic algorithm, so that
readers can master the Bayesian method to analyze and solve the
problem in a short time. In addition, this book provides MATLAB
codes for various algorithms and source codes for constitutive
models so that readers can directly analyze and practice. This book
is useful as a postgraduate textbook for civil engineering,
hydraulic engineering, transportation, railway, engineering geology
and other majors in colleges and universities, and as an elective
course for senior undergraduates. It is also useful as a reference
for relevant professional scientific researchers and engineers.
This book is related to a parametric study of the soil-structural
interface shearing behavior based on the numerical simulations of
interface shear test with DEM, which is conducted from the role of
soil properties, particle properties and structural properties. To
aid readers in easily understanding the generation, implementation
of models and controlling modes, for each part, the relevant code
is provided in the text, and the whole source code of model is
given in Appendix to share with readers for practice. The book is
intended for graduate-level teaching and research in soil mechanics
and geotechnical engineering, as well as in other related
engineering specialties. This book is also of use to industry
practitioners due to the inclusion of real-world applications,
opening the door to advanced courses on modeling within the
industrial engineering and operations research fields.
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