LEADER 04462nam 22006255 450 001 9910337460903321 005 20200706054833.0 010 $a3-030-03976-5 024 7 $a10.1007/978-3-030-03976-9 035 $a(CKB)4100000007204883 035 $a(MiAaPQ)EBC5614188 035 $a(DE-He213)978-3-030-03976-9 035 $a(PPN)232963223 035 $a(EXLCZ)994100000007204883 100 $a20181212d2019 u| 0 101 0 $aeng 135 $aurcnu|||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aModelling of Soil Behaviour with Hypoplasticity $eAnother Approach to Soil Constitutive Modelling /$fby David Ma?ín 205 $a1st ed. 2019. 210 1$aCham :$cSpringer International Publishing :$cImprint: Springer,$d2019. 215 $a1 online resource (198 pages) 225 1 $aSpringer Series in Geomechanics and Geoengineering,$x1866-8755 311 $a3-030-03975-7 320 $aIncludes bibliographical references. 330 $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. 410 0$aSpringer Series in Geomechanics and Geoengineering,$x1866-8755 606 $aEngineering geology 606 $aEngineering?Geology 606 $aFoundations 606 $aHydraulics 606 $aGeotechnical engineering 606 $aSoil science 606 $aSoil conservation 606 $aGeoengineering, Foundations, Hydraulics$3https://scigraph.springernature.com/ontologies/product-market-codes/T23020 606 $aGeotechnical Engineering & Applied Earth Sciences$3https://scigraph.springernature.com/ontologies/product-market-codes/G37010 606 $aSoil Science & Conservation$3https://scigraph.springernature.com/ontologies/product-market-codes/U28000 615 0$aEngineering geology. 615 0$aEngineering?Geology. 615 0$aFoundations. 615 0$aHydraulics. 615 0$aGeotechnical engineering. 615 0$aSoil science. 615 0$aSoil conservation. 615 14$aGeoengineering, Foundations, Hydraulics. 615 24$aGeotechnical Engineering & Applied Earth Sciences. 615 24$aSoil Science & Conservation. 676 $a624.15136 700 $aMa?ín$b David$4aut$4http://id.loc.gov/vocabulary/relators/aut$0866301 906 $aBOOK 912 $a9910337460903321 996 $aModelling of Soil Behaviour with Hypoplasticity$91933397 997 $aUNINA