LEADER 05150nam 22007575 450 001 9910299838303321 005 20200704181207.0 010 $a3-319-18170-X 024 7 $a10.1007/978-3-319-18170-7 035 $a(CKB)3710000000434102 035 $a(EBL)2096961 035 $a(SSID)ssj0001524937 035 $a(PQKBManifestationID)11869183 035 $a(PQKBTitleCode)TC0001524937 035 $a(PQKBWorkID)11484935 035 $a(PQKB)10596941 035 $a(DE-He213)978-3-319-18170-7 035 $a(MiAaPQ)EBC2096961 035 $a(PPN)186400543 035 $a(EXLCZ)993710000000434102 100 $a20150611d2015 u| 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aHolistic Simulation of Geotechnical Installation Processes$b[electronic resource] $eNumerical and Physical Modelling /$fedited by Th. Triantafyllidis 205 $a1st ed. 2015. 210 1$aCham :$cSpringer International Publishing :$cImprint: Springer,$d2015. 215 $a1 online resource (255 p.) 225 1 $aLecture Notes in Applied and Computational Mechanics,$x1613-7736 ;$v77 300 $aDescription based upon print version of record. 311 $a3-319-18169-6 320 $aIncludes bibliographical references. 327 $aEffects of Soil Deposition on the Initial Stress State in Model Tests Experimental Results and FE Simulation -- Demonstrator Experiments on Significant Effects During Pile Installation -- On Soil Deformation and Stress Redistribution Around Pressed-in and Vibrated Displacement Pile Tips -- Modelling of Soil Structure Interaction by Applying a Hypoplastic Material Behaviour within Mortar Contact Formulation -- Vibro-Injection Pile Installation in Sand: Part I - Interpretation as Multi-Material Flow -- Vibro-Injection Pile Installation in Sand: Part II - Numerical and Experimental Investigation -- Numerical Modelling of the Effective-stress Evolution in Saturated Soilaround a Vibrating Pile Toe -- A Numerical Approach to the Solution of Dynamic Boundary Value Problems for Fluid-Saturated Solids -- Neohypoplasticity - Estimation of Small Strain Stiffness -- Improved Integration of High-cycle Accumulated Strain Using Hierarchicaland EAS Finite Elements -- Simulation of Soils under Rapid Cyclic Loading Conditions -- Experimental Strain Response-Envelopes of Granular Materials for Monotonous and Low-Cycle Loading Processes. 330 $aThe book provides suitable methods for the simulations of boundary value problems of geotechnical installation processes with reliable prediction for the deformation behavior of structures in static or dynamic interaction with the soil. It summarizes the basic research of a research group from scientists dealing with constitutive relations of soils and their implementations as well as contact element formulations in FE-codes. Numerical and physical experiments are presented providing benchmarks for future developments in this field. Boundary value problems have been formulated and solved with the developed tools in order to show the effectivity of the methods. Parametric studies of geotechnical installation processes in order to identify the governing parameters for the optimization of the process are given in such a way that the findings can be recommended to practice for further use. For many design engineers in practice the assessment of the serviceability of nearby structures due to geotechnical installation processes is a very challenging task. Some hints about possible effects and their consideration are given in this book which may provide a help for such estimations which are still not possible to be given in a satisfactory manner. 410 0$aLecture Notes in Applied and Computational Mechanics,$x1613-7736 ;$v77 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 $a624.151 702 $aTriantafyllidis$b Th$4edt$4http://id.loc.gov/vocabulary/relators/edt 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910299838303321 996 $aHolistic Simulation of Geotechnical Installation Processes$91466017 997 $aUNINA