000 04386nam a22005655i 4500
001 978-3-319-18170-7
003 DE-He213
005 20200421112548.0
007 cr nn 008mamaa
008 150611s2015 gw | s |||| 0|eng d
020 _a9783319181707
_9978-3-319-18170-7
024 7 _a10.1007/978-3-319-18170-7
_2doi
050 4 _aTA703-705.4
050 4 _aTA775-787
050 4 _aTC1-1800
072 7 _aRBP
_2bicssc
072 7 _aRBGK
_2bicssc
072 7 _aSCI042000
_2bisacsh
082 0 4 _a624.15
_223
245 1 0 _aHolistic Simulation of Geotechnical Installation Processes
_h[electronic resource] :
_bNumerical and Physical Modelling /
_cedited by Th. Triantafyllidis.
264 1 _aCham :
_bSpringer International Publishing :
_bImprint: Springer,
_c2015.
300 _aVIII, 250 p. 141 illus., 114 illus. in color.
_bonline resource.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
490 1 _aLecture Notes in Applied and Computational Mechanics,
_x1613-7736 ;
_v77
505 0 _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.
520 _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.
650 0 _aEngineering.
650 0 _aGeotechnical engineering.
650 0 _aContinuum mechanics.
650 0 _aEngineering geology.
650 0 _aEngineering
_xGeology.
650 0 _aFoundations.
650 0 _aHydraulics.
650 1 4 _aEngineering.
650 2 4 _aGeoengineering, Foundations, Hydraulics.
650 2 4 _aGeotechnical Engineering & Applied Earth Sciences.
650 2 4 _aContinuum Mechanics and Mechanics of Materials.
700 1 _aTriantafyllidis, Th.
_eeditor.
710 2 _aSpringerLink (Online service)
773 0 _tSpringer eBooks
776 0 8 _iPrinted edition:
_z9783319181691
830 0 _aLecture Notes in Applied and Computational Mechanics,
_x1613-7736 ;
_v77
856 4 0 _uhttp://dx.doi.org/10.1007/978-3-319-18170-7
912 _aZDB-2-ENG
942 _cEBK
999 _c58676
_d58676