LEADER 04451nam 2200577 450 001 9910824013903321 005 20230725031233.0 010 $a0-470-82535-9 010 $a0-470-82815-3 035 $a(CKB)2670000000087372 035 $a(EBL)644906 035 $a(OCoLC)730151606 035 $a(SSID)ssj0000559124 035 $a(PQKBManifestationID)12224417 035 $a(PQKBTitleCode)TC0000559124 035 $a(PQKBWorkID)10566893 035 $a(PQKB)10289713 035 $a(MiAaPQ)EBC644906 035 $a(Au-PeEL)EBL644906 035 $a(CaPaEBR)ebr11097583 035 $a(EXLCZ)992670000000087372 100 $a20160411h20112011 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aFoundation design $etheory and practice /$fN. S. V. Kameswara Rao 210 1$aSingapore :$cJohn Wiley & Sons (Asia) Pte. Ltd,$d2011. 210 4$dİ2011 215 $a1 online resource (1174 p.) 300 $aDescription based upon print version of record. 311 $a0-470-82534-0 320 $aIncludes bibliographical references and index. 327 $aCover; Title Page; Copyright; Preface; Acknowledgements; Chapter 1: Introduction; 1.1 Foundations, Soils and Superstructures; 1.2 Classification of Foundations; 1.3 Selection of Type of Foundation; 1.4 General Guidelines for Design; 1.5 Modeling, Parameters, Analysis and Design Criteria; 1.6 Soil Maps; Chapter 2: Engineering Properties of Soil; 2.1 Introduction; 2.2 Basic Soil Relations; 2.3 Soil Classification; 2.4 Permeability; 2.5 Over Consolidation Ratio; 2.6 Relative Density; 2.7 Terzaghi's Effective Stress Principle; 2.8 Compaction of Soils; 2.9 Consolidation and Compressibility 327 $a3.5 UBC and Probable Settlements Using Field Plate Load Test3.6 Elastic Stress and Displacement Distribution in Soils; 3.7 Settlement Analysis; 3.8 Lateral Earth Pressure; 3.9 Coefficient of Earth Pressure at Rest; 3.10 Other Theories of Lateral Pressure; 3.11 Examples; Chapter 4: Rational Design of Shallow Foundations; 4.1 Introduction; 4.2 Shallow Foundations; 4.3 Conventional Design and Rational Design; 4.4 Procedures for the Design of Footings; 4.5 Conventional Structural Design of Footings; 4.6 Foundations in Difficult Soil Formations 327 $a4.7 Modeling Soil Structure Interactions for Rational Design of Foundations4.8 Evaluation of Spring Constant in Winkler's Soil Model; 4.9 Soil-Structure Interaction Equations; 4.10 Summary; Chapter 5: Analysis of Footings on Elastic Foundations; 5.1 Introduction; 5.2 Literature Review; 5.3 Analysis of BEF; 5.4 Infinite Beams on Elastic Foundations; 5.5 Finite Beams on Elastic Foundations; 5.6 Plates on Elastic Foundations; 5.7 Summary; Appendix 5.A Matrix of Influence Functions (Method of Initial Parameters); Chapter 6: Numerical and Finite Difference Methods; 6.1 Introduction 327 $a6.2 Trial Solutions with Undetermined Parameters6.3 Finite Difference Method; 6.4 FDM Applications to General BEF Problems; 6.5 Boundary Conditions; 6.6 Calculation of Bending Moments; 6.7 Shear Forces; 6.8 Vertical Reactions; 6.9 Simplification for Prismatic Beams; 6.10 FDM for Rectangular Plates on Elastic Foundations; 6.11 FDM for Circular and Annular Plates on Elastic Foundations; 6.12 BEF Software Package; 6.13 Summary; Chapter 7: Finite Element Method; 7.1 General Philosophy; 7.2 Finite Element Procedure; 7.3 Formulation of Finite Element Characteristics (Stiffness Analysis) 327 $a7.4 Beam Elements 330 $aIn Foundation Design: Theory and Practice, Professor N. S. V. Kameswara Rao covers the key aspects of the subject, including principles of testing, interpretation, analysis, soil-structure interaction modeling, construction guidelines, and applications to rational design. Rao presents a wide array of numerical methods used in analyses so that readers can employ and adapt them on their own. Throughout the book the emphasis is on practical application, training readers in actual design procedures using the latest codes and standards in use throughout the world.Presents updated des 606 $aFoundations 615 0$aFoundations. 676 $a624.1/5 700 $aKameswara Rao$b N. S. V.$01633959 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910824013903321 996 $aFoundation design$93973974 997 $aUNINA