Detalles MARC
| 000 -Cabecera |
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| Campo de control de longitud fija |
13882nam a2200337 a 4500 |
| 003 - Identificador del Número de control |
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| Identificador del número de control |
AR-sfUTN |
| 008 - Códigos de información de longitud fija-Información general |
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| Códigos de información de longitud fija |
170717b ||||| |||| 00| 0 d |
| 020 ## - ISBN |
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| ISBN |
0079122477 |
| 040 ## - Fuente de la catalogación |
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| Centro transcriptor |
AR-sfUTN |
| 041 ## - Código de lengua |
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| Código de lengua del texto |
eng |
| 080 ## - CDU |
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| Clasificación Decimal Universal |
624.15 B681 |
| Edición de la CDU |
2000 |
| 100 1# - Punto de acceso principal-Nombre de persona |
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| Nombre personal |
Bowles, Joseph E. |
| 245 10 - Mención de título |
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| Título |
Foundation analysis and design / |
| Mención de responsabilidad |
Joseph E. Bowles. |
| 250 ## - Mención de edición |
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| Mención de edición |
5nd. |
| 260 ## - Publicación, distribución, etc. (pie de imprenta) |
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| Lugar de publicación, distribución, etc. |
New York: |
| Nombre del editor, distribuidor, etc. |
McGraw-Hill, |
| Fecha de publicación, distribución, etc. |
1996 |
| 300 ## - Descripción física |
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| Extensión |
1175 p. |
| 336 ## - Tipo de contenido |
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| Fuente |
rdacontent |
| Término de tipo de contenido |
texto |
| Código de tipo de contenido |
txt |
| 337 ## - Tipo de medio |
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| Fuente |
rdamedia |
| Nombre del tipo de medio |
sin mediación |
| Código del tipo de medio |
n |
| 338 ## - Tipo de soporte |
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| Fuente |
rdacarrier |
| Nombre del tipo de soporte |
volumen |
| Código del tipo de soporte |
nc |
| 505 80 - Nota de contenido con formato |
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| Nota de contenido con formato |
CONTENIDO<br/>Preface xiii<br/>About the Computer Programs xvii<br/>List of Primary Symbols Used in Text xix<br/>1. Introduction 1<br/>1.1 Foundations: Their Importance and Purpose 1<br/>1.2 Foundation Engineering 1<br/>1.3 Foundations: Classifications and Select Definitions 3<br/>1.4 Foundations: General Requirements 6<br/>1.5 Foundations: Additional Considerations 7<br/>1.6 Foundations: Selection of Type 9<br/>1.7 The International System of Units (SI) and the Foot-pound-second (Fps) System 9<br/>1.8 Computational Accuracy versus Design Precision 12<br/>1.9 Computer Programs in Foundation Analysis and Design 13<br/>2. Geotechnical and Index Properties: Laboratory Testing; Settlement and Strength Correlations 15<br/>2.1 Introduction 15<br/>2.2 Foundation Subsoils 16<br/>2.3 Soil Volume and Density Relationships 17<br/>2.4 Major Factors That Affect the Engineering Properties of Soils 21<br/>2.5 Routine Laboratory Index Soil Tests 24<br/>2.6 Soil Classification Methods in Foundation Design 29<br/>2.7 Soil Material Classification Terms 35<br/>2.8 In Situ Stresses and Ko Conditions 39<br/>2.9 Soil Water; Soil Hydraulics 46<br/>2.10 Consolidation Principles 56<br/>2.11 Shear Strength 90<br/>2.12 Sensitivity and Thixotropy 112<br/>2.13 Stress Paths 113<br/>2.14 Elastic Properties of Soil 121<br/>2.15 Isotropic and Anisotropic Soil Masses 127<br/>Problems 131<br/>3. Exploration, Sampling, and In Situ Soil Measurements 135<br/>3.1 Data Required 135<br/>3.2 Methods of Exploration 136<br/>3.3 Planning the Exploration Program 137<br/>3.4 Soil Boring 141<br/>3.5 Soil Sampling 145<br/>3.6 Underwater Sampling 152<br/>3.7 The Standard Penetration Test (SPT) 154<br/>3.8 SPT Correlations 162<br/>3.9 Design N Values 165<br/>3.10 Other Penetration Test Methods 166<br/>3.11 Cone Penetration Test (CPT) 167<br/>3.12 Field Vane Shear Testing (FVST) 183<br/>3.13 The Borehole Shear Test (BST) 189<br/>3.14 The Flat Dilatometer Test (DMT) 190<br/>3.15 The Pressuremeter Test (PMT) 194<br/>3.16 Other Methods for In Situ Ko 198<br/>3.17 Rock Sampling 202<br/>3.18 Groundwater Table (GWT) Location 204<br/>3.19 Number and Depth of Borings 205<br/>3.20 Drilling and/or Exploration of Closed Landfills or Hazardous Waste Sites 206<br/>3.21 The Soil Report 206<br/>Problems 210<br/>4. Bearing Capacity of Foundations 213<br/>4.1 Introduction 213<br/>4.2 Bearing Capacity 214<br/>4.3 Bearing-capacity Equations 219<br/>4.4 Additional Considerations When Using the Bearing-capacity Equations 228<br/>4.5 Bearing-capacity Examples 231<br/>4.6 Footings with Eccentric or Inclined Loadings 236<br/>4.7 Effect of Water Table on Bearing Capacity 249<br/>4.8 Bearing Capacity for Footings on Layered Soils 251<br/>4.9 Bearing Capacity of Footings on Slopes 258<br/>4.10 Bearing Capacity from SPT 263<br/>4.11 Bearing Capacity Using the Cone Penetration Test (CPT) 266<br/>4.12 Bearing Capacity from Field Load Tests 267<br/>4.13 Bearing Capacity of Foundations with Uplift or Tension Forces 270<br/>4.14 Bearing Capacity Based on Building Codes (Presumptive Pressure) 274<br/>4.15 Safety Factors in Foundation Design 275<br/>4.16 Bearing Capacity of Rock 277<br/>Problems 280<br/>5. Foundation Settlements 284<br/>5.1 The Settlement Problem 284<br/>5.2 Stresses in Soil Mass Due to Footing Pressure 286<br/>5.3 The Boussinesq Method For qv 287<br/>5.4 Special Loading Cases for Boussinesq Solutions 296<br/>5.5 Westergaard's Method for Computing Soil Pressures 301<br/>5.6 Immediate Settlement Computations 303<br/>5.7 Rotation of Bases 310<br/>5.8 Immediate Settlements: Other Considerations 313<br/>5.9 Size Effects on Settlements and Bearing Capacity 316<br/>5.10 Alternative Methods of Computing Elastic Settlements 323<br/>5.11 Stresses and Displacements in Layered and Anisotropic Soils 326<br/>5.12 Consolidation Settlements 329<br/>5.13 Reliability of Settlement Computations 337<br/>5.14 Structures on Fills 337<br/>5.15 Structural Tolerance to Settlement and Differential Settlements 338<br/>5.16 General Comments on Settlements 340<br/>Problems 341<br/>6. Improving Site Soils for Foundation Use 344<br/>6.1 Introduction 344<br/>6.2 Lightweight and Structural Fills 346<br/>6.3 Compaction 347<br/>6.4 Soil-cement, Lime, and Fly Ash 351<br/>6.5 Precompression to Improve Site Soils 352<br/>6.6 Drainage Using Sand Blankets and Drains 353<br/>6.7 Sand Columns to Increase Soil Stiffness 356<br/>6.8 Stone Columns 358<br/>6.9 Soil-cement Piles/Columns 360<br/>6.10 Jet Grouting 363<br/>6.11 Foundation Grouting and Chemical Stabilization 364<br/>6.12 Vibratory Methods to Increase Soil Density 365<br/>6.13 Use of Geotextiles to Improve Soil 367<br/>6.14 Altering Groundwater Conditions 368<br/>Problems 369<br/>7. Factors to Consider in Foundation Design 370<br/>7.1 Footing Depth and Spacing 370<br/>7.2 Displaced Soil Effects 373<br/>7.3 Net versus Gross Soil Pressure: Design Soil Pressures 373<br/>7.4 Erosion Problems for Structures Adjacent to Flowing Water 375<br/>7.5 Corrosion Protection 376<br/>7.6 Water Table Fluctuation 376<br/>7.7 Foundations in Sand and Silt Deposits 377<br/>7.8 Foundations on Loess and Other Collapsible Soils 378<br/>7.9 Foundations on Unsaturated Soils Subject to Volume Change with Change in Water Content 380<br/>7.10 Foundations on Clays and Clayey Silts 395<br/>7.11 Foundations on Residual Soils 397<br/>7.12 Foundations on Sanitary Landfill Sites 397<br/>7.13 Frost Depth and Foundations on Permafrost 399<br/>7.14 Environmental Considerations 400<br/>Problems 401<br/>8. Spread Footing Design 403<br/>8.1 Footings: Classification and Purpose 403<br/>8.2 Allowable Soil Pressures in Spread Footing Design 404<br/>8.3 Assumptions Used in Footing Design 405<br/>8.4 Reinforced-concrete Design: USD 406<br/>8.5 Structural Design of Spread Footings 411<br/>8.6 Bearing Plates and Anchor Bolts 425<br/>8.7 Pedestals 433<br/>8.8 Base Plate Design with Overturning Moments 437<br/>8.9 Rectangular Footings 445<br/>8.10 Eccentrically Loaded Spread Footings 449<br/>8.11 Unsymmetrical Footings 465<br/>8.12 Wall Footings and Footings for Residential Construction 466<br/>Problems 469<br/>9. Special Footings and Beams on Elastic Foundations 472<br/>9.1 Introduction 472<br/>9.2 Rectangular Combined Footings 472<br/>9.3 Design of Trapezoid-shaped Footings 481<br/>9.4 Design of Strap (or Cantilever) Footings 486<br/>9.5 Footings for Industrial Equipment 489<br/>9.6 Modulus of Subgrade Reaction 501<br/>9.7 Classical Solution of Beam on Elastic Foundation 506<br/>9.8 Finite-element Solution of Beam on Elastic Foundation 509<br/>9.9 Ring Foundations 523<br/>9.10 General Comments on the Finite-element Procedure 531<br/>Problems 534<br/>10. Mat Foundations 537<br/>10.1 Introduction 537<br/>10.2 Types of Mat Foundations 538<br/>10.3 Bearing Capacity of Mat Foundations 539<br/>10.4 Mat Settlements 540<br/>10.5 Modulus of Subgrade Reaction ks for Mats and Plates 544<br/>10.6 Design of Mat Foundations 548<br/>10.7 Finite-difference Method for Mats 552<br/>10.8 Finite-element Method for Mat Foundations 557<br/>10.9 The Finite-grid Method (FGM) 558<br/>10.10 Mat Foundation Examples Using the FGM 565<br/>10.11 Mat-superstructure Interaction 576<br/>10.12 Circular Mats or Plates 576<br/>10.13 Boundary Conditions 587<br/>Problems 587<br/>11. Lateral Earth Pressure 589<br/>11.1 The Lateral Earth Pressure Problem 589<br/>11.2 Active Earth Pressure 589<br/>11.3 Passive Earth Pressure 593<br/>11.4 Coulomb Earth Pressure Theory 594<br/>11.5 Rankine Earth Pressures 601<br/>11.6 General Comments About Both Methods 604<br/>11.7 Active and Passive Earth Pressure Using Theory of Plasticity 609<br/>11.8 Earth Pressure on Walls, Soil-tension Effects, Rupture Zone 611<br/>11.9 Reliability of Lateral Earth Pressures 616<br/>11.10 Soil Properties for Lateral Earth Pressure Computations 617<br/>11.11 Earth-pressure Theories in Retaining Wall Problems 620<br/>11.12 Graphical and Computer Solutions for Lateral Earth Pressure 623<br/>11.13 Lateral Pressures by Theory of Elasticity 629<br/>11.14 Other Causes of Lateral Pressure 640<br/>11.15 Lateral Wall Pressure from Earthquakes 640<br/>11.16 Pressures in Silos, Grain Elevators, and Coal Bunkers 646<br/>Problems 653<br/>12. Mechanically Stabilized Earth and Concrete Retaining Walls 657<br/>12.1 Introduction 657<br/>12.2 Mechanically Reinforced Earth Walls 658<br/>12.3 Design of Reinforced Earth Walls 665<br/>12.4 Concrete Retaining Walls 681<br/>12.5 Cantilever Retaining Walls 683<br/>12.6 Wall Stability 685<br/>12.7 Wall Joints 691<br/>12.8 Wall Drainage 692<br/>12.9 Soil Properties for Retaining Walls 693<br/>12.10 General Considerations in Concrete Retaining Wall Design 695<br/>12.11 Allowable Bearing Capacity 696<br/>12.12 Wall Settlements 696<br/>12.13 Retaining Walls of Varying Height; Abutments and Wingwalls 698<br/>12.14 Counterfort Retaining Walls 700<br/>12.15 Basement or Foundation Walls; Walls for Residential Construction 701<br/>12.16 Elements of ACI 318- Alternate Design Method 702<br/>12.17 Cantilever Retaining Wall Examples 704<br/>Problems 723<br/>13. Sheet-pile Walls: Cantilevered and Anchored 725<br/>13.1 Introduction 725<br/>13.2 Types and Materials Used for Sheetpiling 728<br/>13.3 Soil Properties for Sheet-pile Walls 732<br/>13.4 Stability Numbers for Sheet-pile Walls 737<br/>13.5 Sloping Dredge Line 738<br/>13.6 Finite-element Analysis of Sheet-pile Walls 741<br/>13.7 Finite-element Examples 747<br/>13.8 Anchor Rods, Wales, and Anchorages for Sheetpiling 771<br/>13.9 Overall Wall Stability and Safety Factors 781<br/>Problems 782<br/>14. Walls for Excavations 785<br/>14.1 Construction Excavations 785<br/>14.2 Soil Pressures on Braced Excavation Walls 791<br/>14.3 Conventional Design of Braced Excavation Walls 795<br/>14.4 Estimation of Ground Loss around Excavations 803<br/>14.5 Finite-element Analysis for Braced Excavations 806<br/>14.6 Instability Due to Heave of Bottom of Excavation 811<br/>14.7 Other Causes of Cofferdam Instability 815<br/>14.8 Construction Dewatering 816<br/>14.9 Slurry-wall (or -Trench) Construction 820<br/>Problems 826<br/>15. Cellular Cofferdams 828<br/>15.1 Cellular Cofferdams: Types and Uses 828<br/>15.2 Cell Fill 836<br/>15.3 Stability and Design of Cellular Cofferdams 837<br/>15.4 Bearing Capacity 849<br/>15.5 Cell Settlement 849<br/>15.6 Practical Considerations in Cellular Cofferdam Design 850<br/>15.7 Design of Diaphragm Cofferdam Cell 853<br/>15.8 Circular Cofferdam Design 857<br/>15.9 Cloverleaf Cofferdam Design 864<br/>Problems 865<br/>16. Single Piles - Static Capacity and Lateral Loads; Pile/Pole Buckling 867<br/>16.1 Introduction 867<br/>16.2 Timber Piles 869<br/>16.3 Concrete Piles 875<br/>16.4 Steel Piles 880<br/>16.5 Corrosion of Steel Piles 883<br/>16.6 Soil Properties for Static Pile Capacity 883<br/>16.7 Static Pile Capacity 885<br/>16.8 Ultimate Static Pile Point Capacity 891<br/>16.9 Pile Skin Resistance Capacity 898<br/>16.10 Pile Settlements 907<br/>16.11 Static Pile Capacity: Examples 909<br/>16.12 Piles in Permafrost 921<br/>16.13 Static Pile Capacity Using Load-transfer Load-test Data 925<br/>16.14 Tension Piles - Piles for Resisting Uplift 928<br/>16.15 Laterally Loaded Piles 929<br/>16.16 Laterally Loaded Pile Examples 948<br/>16.17 Buckling of Fully and Partially Embedded Piles and Poles 953<br/>Problems 963<br/>17. Single Piles: Dynamic Analysis, Load Tests 968<br/>17.1 Dynamic Analysis 968<br/>17.2 Pile Driving 968<br/>17.3 The Rational Pile Formula 973<br/>17.4 Other Dynamic Formulas and General Considerations 978<br/>17.5 Reliability of Dynamic Pile-driving Formulas 985<br/>17.6 The Wave Equation 986<br/>17.7 Pile-load Tests 996<br/>17.8 Pile-driving Stresses 999<br/>17.9 General Comments on Pile Driving 1003<br/>Problems 1004<br/>18. Pile Foundations: Groups 1006<br/>18.1 Single Piles versus Pile Groups 1006<br/>18.2 Vertically Loaded Pile Groups 1006<br/>18.3 Efficiency of Pile Groups 1008<br/>18.4 Stresses on Underlying Strata from Piles 1011<br/>18.5 Settlements of Pile Groups 1019<br/>18.6 Pile Caps 1027<br/>18.7 Batter Piles 1029<br/>18.8 Negative Skin Friction 1029<br/>18.9 Laterally Loaded Pile Groups 1035<br/>18.10 Matrix Analysis for Pile Groups 1040<br/>18.11 Pile Cap Design by Computer 1051<br/>Problems 1053<br/>19. Drilled Piers or Caissons 1055<br/>19.1 Introduction 1055<br/>19.2 Current Construction Methods 1055<br/>19.3 When to Use Drilled Piers 1062<br/>19.4 Other Practical Considerations for Drilled Piers 1063<br/>19.5 Capacity Analysis of Drilled Piers 1065<br/>19.6 Settlements of Drilled Piers 1072<br/>19.7 Structural Design of Drilled Piers 1075<br/>19.8 Drilled Pier Design Examples 1076<br/>19.9 Laterally Loaded Drilled Pier Analysis 1081<br/>19.10 Drilled Pier Inspection and Load Testing 1086<br/>Problems 1087<br/>20. Design of Foundations for Vibration Controls 1090<br/>20.1 Introduction 1090<br/>20.2 Elements of Vibration Theory 1090<br/>20.3 The General Case of a Vibrating Base 1096<br/>20.4 Soil Springs and Damping Constants 1098<br/>20.5 Soil Properties for Dynamic Base Design 1104<br/>20.6 Unbalanced Machine Forces 1111<br/>20.7 Dynamic Base Example 1114<br/>20.8 Coupled Vibrations 1120<br/>20.9 Embedment Effects on Dynamic Base Response 1123<br/>20.10 General Considerations in Designing Dynamic Bases 1125<br/>20.11 Pile-supported Dynamic Foundations 1126<br/>Problems 1133<br/>Appendix A: General Pile-data and Pile Hammer Tables 1135<br/>A.1 HP Pile Dimensions and Section Properties 1136<br/>A.2 Typical Pile-driving Hammers from Various Sources 1137<br/>A.3 Steel Sheetpiling Sections Produced in the United States 1139<br/>A.4 Typical Available Steel Pipe Sections Used for Piles and Caisson Shells 1141<br/>A.5 Typical Prestressed-concrete Pile Sections - Both Solid and Hollow-core (HC) 1143<br/>References 1144<br/>Author Index 1165<br/>Index 1169 |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
FOUNDATIONS |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
LABORATORY TESTING |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
SOIL MEASUREMENT |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
BEARING CAPACITY OF FOUNDATIONS |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
FOUNDATIONS SETTLEMENT |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
PILE FOUNDATIONS |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
MECANICA DE SUELOS |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
CIMENTACIONES |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Tipo de ítem Koha |
Libro |
| Esquema de clasificación |
Clasificación Decinal Universal |
