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020 _a9783319525907
_9978-3-319-52590-7
024 7 _a10.1007/978-3-319-52590-7
_2doi
050 4 _aTA703-705.4
072 7 _aTNC
_2bicssc
072 7 _aSCI042000
_2bisacsh
072 7 _aTNC
_2thema
082 0 4 _a624.15
_223
245 1 0 _aHolistic Simulation of Geotechnical Installation Processes
_h[electronic resource] :
_bTheoretical Results and Applications /
_cedited by Theodoros Triantafyllidis.
250 _a1st ed. 2017.
264 1 _aCham :
_bSpringer International Publishing :
_bImprint: Springer,
_c2017.
300 _aVIII, 363 p. 201 illus.
_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,
_x1860-0816 ;
_v82
505 0 _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.
520 _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.
650 0 _aEngineering geology.
_94157
650 0 _aGeotechnical engineering.
_94958
650 0 _aMechanics, Applied.
_93253
650 0 _aSolids.
_93750
650 1 4 _aGeoengineering.
_931828
650 2 4 _aGeotechnical Engineering and Applied Earth Sciences.
_931829
650 2 4 _aSolid Mechanics.
_931612
700 1 _aTriantafyllidis, Theodoros.
_eeditor.
_4edt
_4http://id.loc.gov/vocabulary/relators/edt
_960380
710 2 _aSpringerLink (Online service)
_960381
773 0 _tSpringer Nature eBook
776 0 8 _iPrinted edition:
_z9783319525891
776 0 8 _iPrinted edition:
_z9783319525914
776 0 8 _iPrinted edition:
_z9783319849423
830 0 _aLecture Notes in Applied and Computational Mechanics,
_x1860-0816 ;
_v82
_960382
856 4 0 _uhttps://doi.org/10.1007/978-3-319-52590-7
912 _aZDB-2-ENG
912 _aZDB-2-SXE
942 _cEBK
999 _c80535
_d80535