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020 _a9780429426186
_q(e-book : PDF)
035 _a(OCoLC)1049802511
040 _aFlBoTFG
_cFlBoTFG
_erda
041 1 _aeng
050 4 _aTA705
072 7 _aMAT
_x003000
_2bisacsh
072 7 _aMAT
_x021000
_2bisacsh
072 7 _aTEC
_x009020
_2bisacsh
072 7 _aUB
_2bicscc
082 0 4 _a624.1/510285
100 1 _aRahman, M.S.,
_eauthor.
_912419
245 1 0 _aModeling and Computing for Geotechnical Engineering :
_bAn Introduction /
_cby M.S. Rahman and M.B. Can Ulker.
250 _aFirst edition.
264 1 _aBoca Raton, FL :
_bCRC Press,
_c2018.
300 _a1 online resource (506 pages) :
_b293 illustrations, text file, PDF
336 _atext
_2rdacontent
337 _acomputer
_2rdamedia
338 _aonline resource
_2rdacarrier
504 _aIncludes bibliographical references and index.
505 0 0 _tPreface --
_t--Introduction --
_t--BASIC MECHANICS --
_t--Stresses and Strains --
_tIntroduction --
_tReference Coordinate System: Notations --
_tStrains --
_tStresses --
_tMohrs Circle --
_tPhysical Laws and Governing Equations --
_tIntroduction --
_tIdealizations --
_tTotal and Effective Stresses in Soils --
_tLaw of Conservation of Momentum: Equilibrium Equations --
_tLaw of Conservation of Mass --
_tELEMENTAL RESPONSE: CONSTITUTIVE MODELS --
_tI. Introduction --
_tII. Soil Behavior: From Experimental Results --
_tIII. Modeling of Soil Behavior --
_t--Elasticity --
_tElastic Constitutive Law --
_tPlasticity Theory: Nonlinear Deformation of Soils --
_tIntroduction --
_tNonlinear Deformation of Soils --
_tElements of Plasticity --
_tYielding Criteria --
_tPost-Yield Behavior --
_tPerfect Plasticity --
_tHardening Plasticity --
_tLoading/Unloading Criterion --
_tExercise Problems --
_tViscoelasticity and Viscoplasticity --
_tIntroduction --
_tViscoelastic Behavior: Fundamental Rheological Models --
_tViscoelastic Behavior: Composite Rheological Models --
_tFormulation Methods in Viscoelasticity --
_t1-D Viscoelastic Analysis of Soil Layers under Vertical Circular Loading --
_tViscoplasticity --
_tExercise Problems --
_tSYSTEM RESPONSE: METHODS OF ANALYSES --
_tAnalytical Methods --
_tIntroduction --
_t1-D Flow through a Land Mass: Island Recharge Problem --
_tRegional Groundwater Flow: Steady State Seepage --
_t1-D Deformation of a Soil Column --
_t1-D Consolidation of a Soil Column: Decoupled Flow and Deformation --
_tContaminant Transport --
_t1-D Coupled Flow and Deformation --
_t2-D Coupled Flow and Deformation --
_tExercise Problems --
_tSemi-Analytical Methods --
_tIntroduction --
_tStress Analysis --
_tQuasi-Static Analysis of Multi-Layer Porous Media under Waves --
_tExercise Problems --
_tFinite Difference Method --
_tIntroduction --
_tFinite Difference Approximation of Derivatives --
_tFDM for Consolidation (Parabolic) Equation --
_tFDM for Seepage (Laplace) Equation: 2-D Steady State Flow --
_tFDM for Groundwater Flow: Aquifer Simulation --
_tFDM for Consolidation of a Layered System --
_tFDM for Laterally Loaded Piles: Soil-Structure Interaction --
_tError, Convergence and Stability --
_tExercise Problems --
_tFinite Element Method --
_tIntroduction --
_tDirect Stiffness Method --
_tGalerkin Method of Weighted Residual --
_tFEM: 1-D Problems --
_tFEM: 2-D Problems --
_tBasic Element Formulations --
_tThe Principle of Minimum Potential Energy --
_tIsoparametric Element Formulation --
_tExercise Problems --
_tAppendices --
_tA.1 Fourier Series and Fourier Transform --
_tA.2 Laplace Transform --
_tA.3 MATLAB Commands: FFT, IFFT, FFTSHIFT --
_tA.4 Solution Flow Chart for the Analysis of a Viscoelastic Material --
_tA.5 Analytical Solution of Wave-Induced Porous Soil Layer Response --
_tA.5 Semi-Analytical Solution of Wave-Induced Multi-Layer Porous Soil Response -- --
_t--References -- --
_t--Index
520 3 _aModeling and computing is becoming an essential part of the analysis and design of an engineered system. This is also true "geotechnical systems", such as soil-foundations, earth dams and other soil structure systems. The general goal of 'modeling and computing' is to predict and understand the behaviour of the system subjected to a variety of possible conditions/scenarios (with respect to both external stimuli and system parameters), which provides the basis for a rational design of the system. The essence of this is to predict the response of the system to a set of external forces. The modelling and computing essentially involve the following three phases: (a) Idealization of the actual physical problem, (b) Formulation of a mathematical model represented by a set of equations governing the response of the system, and (c) Solution of the governing equations (often requiring numerical methods) and graphical representation of the numerical results. This book will introduce these phases.MATLAB® codes and MAPLE® worksheets are available for those who have bought the book. Please contact the author at mbulker@itu.edu.tr or canulker@gmail.com. Kindly provide the invoice number and date of purchase.
530 _aAlso available in print format.
650 7 _aMATHEMATICS / Number Systems.
_2bisacsh
_912420
650 7 _aTECHNOLOGY & ENGINEERING / Civil / General.
_2bisacsh
_912421
650 7 _aanalytical methods.
_2bisacsh
_912422
650 7 _acoupled flow and deformation, dynamic analysis, nonlinear analysis, geotechnical systems, mathematics for engineers, geomechanics, constitutive model(s)(ing), continuum mechanics.
_2bisacsh
_912423
650 7 _aelasticity; viscoelasticity; plasticity; viscoplasticity.
_2bisacsh
_912424
650 7 _afinite difference method(s).
_2bisacsh
_912425
650 7 _afinite element method.
_2bisacsh
_912426
650 7 _asemi-analytical methods.
_2bisacsh
_912427
650 0 _aGeotechnical engineering
_xDesign and construction.
_912428
650 0 _aGeotechnical engineering
_xMathematics.
_912429
655 0 _aElectronic books.
_93294
700 1 _aUlker, M.B. Can,
_eauthor.
_912430
710 2 _aTaylor and Francis.
_910719
776 0 8 _iPrint version:
_z9781498771672
856 4 0 _uhttps://www.taylorfrancis.com/books/9780429426186
_zClick here to view.
942 _cEBK
999 _c70217
_d70217