000 03959nam a22005535i 4500
001 978-3-540-44776-4
003 DE-He213
005 20140220084519.0
007 cr nn 008mamaa
008 101110s2010 gw | s |||| 0|eng d
020 _a9783540447764
_9978-3-540-44776-4
024 7 _a10.1007/b11479
_2doi
050 4 _aTA349-359
072 7 _aTGMD
_2bicssc
072 7 _aTEC009070
_2bisacsh
072 7 _aSCI041000
_2bisacsh
082 0 4 _a620.1
_223
100 1 _aAleynikov, Sergey.
_eauthor.
245 1 0 _aSpatial Contact Problems in Geotechnics
_h[electronic resource] :
_bBoundary-Element Method /
_cby Sergey Aleynikov.
264 1 _aBerlin, Heidelberg :
_bSpringer Berlin Heidelberg :
_bImprint: Springer,
_c2010.
300 _aXIX, 648 p.
_bonline resource.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
490 1 _aFoundations of Engineering Mechanics,
_x1612-1384
505 0 _aSpatial Contact Models of Elastic Bases -- Static Analysis of Contact Problems for an Elastic Half-Space -- Computer Implementation of Boundary-Element Algorithms -- Contact Interaction of Shallow Foundations with Nonhomogeneous Bases -- Calculation of Bases for Rigid Complex-Shaped Deepened Foundations According to the Second Limiting State in a Three-Dimensional Formulation -- Spatial Contact Problems for Porous Elastic Bases.
520 _aThe book presents a systematic approach to the numeric solution of a broad class of spatial contact problem in geotechnics. New techniques and efficient computing algorithms are considered on the basis of the boundary element method – a modern method of structural mechanics and theory of elasticity. Their practical application enables complex-shaped foundations to be designed with high reliability, under spatial loads. Much attention is paid to the formulation and analysis of spatial contact models for elastic bases. Along with classical schemes of contact deformation, new contact models are discussed for spatially nonhomogeneous and nonlinearly elastic media, adequately describing the soil properties. The boundary element method was effectively implemented in an originally developed Rostwerk software. The boundary element solutions are compared with the known experimental data as well as with solutions of similar problems by means of other methods and engineering approaches. The proposed boundary element method for solving spatial contact problems is applied to demonstrate the possibility for developing new foundation constructions. A new procedure is described for the determination of the soil deformation modulus, developed from the solution of a contact problem for impression of a conical indenter into an elastic half-space. All the topics under consideration are accompanied by extensive calculation data. The original results are complemented by a detailed review of the world literature. This work is intended for the audience of research workers, design engineers, post-graduate students, undergraduates specializing in structural mechanics, theory of elasticity and geotechnics.
650 0 _aEngineering.
650 0 _aGeography.
650 0 _aMechanics.
650 0 _aMechanics, applied.
650 0 _aMaterials.
650 0 _aMechanical engineering.
650 1 4 _aEngineering.
650 2 4 _aTheoretical and Applied Mechanics.
650 2 4 _aEarth Sciences, general.
650 2 4 _aMechanics.
650 2 4 _aComputational Intelligence.
650 2 4 _aContinuum Mechanics and Mechanics of Materials.
650 2 4 _aStructural Mechanics.
710 2 _aSpringerLink (Online service)
773 0 _tSpringer eBooks
776 0 8 _iPrinted edition:
_z9783540251385
830 0 _aFoundations of Engineering Mechanics,
_x1612-1384
856 4 0 _uhttp://dx.doi.org/10.1007/b11479
912 _aZDB-2-ENG
999 _c111174
_d111174