LEADER 04614nam 22006375 450 001 9910163148403321 005 20200705063557.0 010 $a3-319-52590-5 024 7 $a10.1007/978-3-319-52590-7 035 $a(CKB)3710000001041170 035 $a(DE-He213)978-3-319-52590-7 035 $a(MiAaPQ)EBC4791258 035 $a(PPN)198340753 035 $a(EXLCZ)993710000001041170 100 $a20170125d2017 u| 0 101 0 $aeng 135 $aurnn|008mamaa 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aHolistic Simulation of Geotechnical Installation Processes $eTheoretical Results and Applications /$fedited by Theodoros Triantafyllidis 205 $a1st ed. 2017. 210 1$aCham :$cSpringer International Publishing :$cImprint: Springer,$d2017. 215 $a1 online resource (VIII, 363 p. 201 illus.) 225 1 $aLecture Notes in Applied and Computational Mechanics,$x1613-7736 ;$v82 311 $a3-319-52589-1 320 $aIncludes bibliographical references at the end of each chapters and index. 327 $aAdaptive management evaluation of the SQBRC excavation -- Stress paths on displacement piles during monotonic and cyclic penetration -- Contribution to the non-Lagrangian formulation of geotechnical and geomechanical processes -- Experimental investigation of vibratory pile driving in saturated sand -- FE simulation of model tests on vibratory pile driving in saturated sand. - Some aspects of the boundary value problems for the cyclic deformation of soil -- Computer aided calibration, benchmarking and check-up of constitutive models for soils -- Simulation of cyclic loading conditions within fluid-saturated granular media -- Strategies to apply soil models directly as friction laws in soil structure interactions -- A zero elastic range hypoplasticity model for sand -- Cyclic response of natural onsoy clay -- Numerical investigations of the effects of dynamic construction processes on deep excavation walls -- Total and quasi-elastic strains due to monotonous and low-cycle loading by means of experimental and numerical element tests -- Constitutive model for viscous clays under the ISA framework -- Evaluating the performance of an ISA-hypoplasticity constitutive model on problems with repetitive loading. 330 $aThis book provides recent developments and improvements in the modeling as well as application examples and is a complementary work to the previous Lecture Notes Vols. 77 and 80. It summarizes the fundamental work from scientists dealing with the development of constitutive models for soils, especially cyclic loading with special attention to the numerical implementation. In this volume the neo-hypoplasticity and the ISA (intergranular strain anisotropy) model in their extended version are presented. Furthermore, new contact elements with non-linear constitutive material laws and examples for their applications are given. Comparisons between the experimental and the numerical results show the effectiveness and the drawbacks and provide a useful and comprehensive pool for all the constitutive model developers and scientists in geotechnical engineering, who like to prove the soundness of new approaches. 410 0$aLecture Notes in Applied and Computational Mechanics,$x1613-7736 ;$v82 606 $aEngineering geology 606 $aEngineering?Geology 606 $aFoundations 606 $aHydraulics 606 $aGeotechnical engineering 606 $aMechanics 606 $aMechanics, Applied 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 $aSolid Mechanics$3https://scigraph.springernature.com/ontologies/product-market-codes/T15010 615 0$aEngineering geology. 615 0$aEngineering?Geology. 615 0$aFoundations. 615 0$aHydraulics. 615 0$aGeotechnical engineering. 615 0$aMechanics. 615 0$aMechanics, Applied. 615 14$aGeoengineering, Foundations, Hydraulics. 615 24$aGeotechnical Engineering & Applied Earth Sciences. 615 24$aSolid Mechanics. 676 $a624.15 702 $aTriantafyllidis$b Theodoros$4edt$4http://id.loc.gov/vocabulary/relators/edt 906 $aBOOK 912 $a9910163148403321 996 $aHolistic Simulation of Geotechnical Installation Processes$91466017 997 $aUNINA