000			03668nam a22003975i 4500
710	2		_aSpringerLink (Online service) _9106996
999			_c110947 _d110947
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003			ES-MaUEC
005			20230102113446.0
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008			181212s2019 gw a o |||| 0|eng d
020			_a9783030039769
024	7		_a10.1007/978-3-030-03976-9 _2doi
040			_bspa _dES-MaUEC _cES-MaUEC
050		4	_aTA711 _b2019 EB
100	1		_aMašín, David _eautor _9671409
245	1	0	_aModelling of Soil Behaviour with Hypoplasticity : _bAnother Approach to Soil Constitutive Modelling _cby David Mašín
264		1	_aCham _bSpringer International Publishing : _bImprint: Springer _c2019
300			_a1 recurso en línea (XIII, 192 páginas) _b141 ilustraciones, 27 ilustraciones a color
336			_2rdacontent _aTexto _btxt
337			_2rdamedia _aelectrónico _bc
338			_2rdacarrier _arecurso electrónico _bcr
347			_atext file _bPDF
490	0		_aEngineering (Springer-11647)
490	0		_aSpringer Series in Geomechanics and Geoengineering _x1866-8755
520	3		_aThis 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.
650		7	_2embne _aGeotecnia _9138341
650		7	_2embne _aIngeniería civil _9138928
776	0	8	_iPrinted edition: _z9783030039752
776	0	8	_iPrinted edition: _z9783030039776
856	4	0	_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://doi.org/10.1007/978-3-030-03976-9 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
942			_2lcc _cLE
988			_aPrimersemestre_2019_Engineering
998			_aSI _cm _dz _feng _ggw _h0