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Modelling of Soil Behaviour with Hypoplasticity - Another Approach to Soil Constitutive Modelling (Hardcover, 1st ed. 2019)
Loot Price: R4,318
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Modelling of Soil Behaviour with Hypoplasticity - Another Approach to Soil Constitutive Modelling (Hardcover, 1st ed. 2019)
Series: Springer Series in Geomechanics and Geoengineering
Expected to ship within 12 - 19 working days
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This book explains the hypoplastic modelling framework. It is
divided into two parts, the first of which is devoted to principles
of hypoplasticity. First, the basic features of soil's mechanical
behaviour are introduced, namely non-linearity and asymptotic
properties. These features are then incorporated into simple
one-dimensional hypoplastic equations for compression and shear.
Subsequently, a hypoplastic equivalent of the Modified Cam-Clay
model is developed in 2D space using stress and strain invariants
to demonstrate key similarities and differences between
elasto-plastic and hypoplastic formulations. Lastly, the
mathematical structure of hypoplastic models is explained by
tracing their historical development, from the early
trial-and-error models to more recent approaches. In turn, Part II
introduces specific hypoplastic models for soils. First, two
reference models for sand and clay are defined. After summarising
their mathematical formulations, calibration procedures are
described and discussed. Subsequently, more advanced modelling
approaches are covered: the intergranular strain concept
incorporating the effects of small strain stiffness and cyclic
loading, viscohypoplasticity for predicting rate effects, soil
structure to represent structured and bonded materials and soil
anisotropy. The book concludes with a description of partial
saturation and thermal effects: topics that are increasingly
important to the disciplines of energy and environmental
geotechnics. Selecting a constitutive model and its parameters is
often the most important and yet challenging part of any numerical
analysis in geotechnical engineering. Hypoplasticity involves a
specific class of soil constitutive models, which are described in
detail here. The book offers an essential resource, both for model
users who need a more advanced model for their geotechnical
calculations and are mainly interested in parameter calibration
procedures, and for model developers who are seeking a
comprehensive understanding of the mathematical structure of
hypoplasticity.
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