Geotechnical engineering analysis and evaluation

목차 (Table of Contents)

• CONTENTS
• FORWARD = xv
• PREFACE = xvii
• Chapter 1 INTRODUCTION = 1
• 1.1 GEOTECHNICAL ENGINEERING = 1
• 1.1.1 The Scope of Geotechnical Engineering = 1
• 1.1.2 The Practice of Geotechnical Engineering = 1
• 1.1.3 Historical Note = 3
• 1.2 THE GEOLOGIC INTERFACE = 4
• 1.2.1 The Companion Volume = 4
• 1.2.2 Geologic Accidents Natural Occurrence = 5
• 1.2.3 Geologic Accidents : Caused by Human Activities = 6
• 1.2.4 Construction Failures : Common Causes = 7
• 1.3 LIMITATIONS OF THE TECHNOLOGY = 10
• 1.3.1 Basic Factors = 10
• 1.3.2 Geologic Materials and Theory = 11
• 1.3.3 Field and Laboratory Investigation = 11
• 1.3.4 Analytical Limitations = 13
• 1.3.5 Practical Situations = 15
• 1.4 NEW TECHNOLOGY = 22
• 1.4.1 Progress = 22
• 1.4.2 Exploration, In Situ Testing and Instrumentation = 23
• 1.4.3 Analytical Techniques = 26
• 1.4.4 Construction Techniques = 27
• 1.5 SYNOPSIS = 28
• REFERENCES = 29
• Part Ⅰ ENGINEERING PROPERTIES OF GEOLOGIC MATERIALS = 31
• Chapter 2 BASIC, INDEX, AND HYDRAULIC PROPERTIES = 33
• 2.1 INTRODUCTION = 33
• 2.2 BASIC AND INDEX PROPERTIES = 33
• 2.2.1 General = 33
• 2.2.2 Intact Rock Specimens = 33
• 2.2.3 Rock Masses = 36
• 2.2.4 Soils = 36
• 2.3 HYDRAULIC PROPERTIES = 41
• 2.3.1 Groundwater = 41
• 2.3.2 Subsurface Flow = 42
• 2.3.3 Groundwater and Seepage Control = 52
• REFERENCES = 54
• Chapter 3 STRENGTH OF GEOLOGIC MATERIALS = 56
• 3.1 SOME BASIC CONCEPTS = 56
• 3.1.1 Failure by Rupture = 56
• 3.1.2 Earth Pressures = 57
• 3.1.3 Principal Stress Relationships = 59
• 3.2 BASIC STRENGTH RELATIONSHIPS = 61
• 3.2.1 Failure Criteria = 61
• 3.2.2 Total and Effective Stress Concepts = 63
• 3.2.3 At Rest. Passive and Active Stresses = 68
• 3.3 FACTORS AFFECTING SOIL SHEAR STRENGTH = 72
• 3.3.1 Factors Summarized = 72
• 3.3.2 Drained Peak Strength ($$\bar Φ$$, or $$\bar Φ$$, $$bar c$$) = 74
• 3.3.3 Undrained Peak Strength ($$s_u$$ ,the Φ 〓 0 case) = 84
• 3.3.4 Ultimate and Residual Strength ($${bar Φ}_r$$, or $$S_r$$) = 89
• 3.3.5 Dynamic or Cyclic Loading ($$G_d$$, D ： $$S_u$$,$$\bar Φ$$ ,$$\bar c$$) = 90
• 3.4 STRENGTH OF INTACT ROCK AND ROCK MASSES = 100
• 3.4.1 Factors Affecting Strength = 100
• 3.4.2 Intact Rock Strength = 101
• 3.4.3 Rock-Mass Strength = 108
• 3.4.4 Practical Aspects = 114
• 3.5 STABILITY ANALYSIS = 116
• 3.5.1 Early Theoretical Concepts = 116
• 3.5.2 Limit Equilibrium Analysis = 116
• 3.5.3 Selecting Strength Parameters = 117
• 3.5.4 Limit Analysis Method = 121
• REFERENCES = 121
• Chapter 4 DEFORMATION WITHOUT RUPTURE = 125
• 4.1 DEFORMATION IN GEOLOGIC MATERIALS = 125
• 4.1.1 Practical Significance = 125
• 4.1.2 Modes af Deformation = 126
• 4.1.3 Deformation Parameters = 129
• 4.1.4 Measuring Deformation Moduli = 131
• 4.2 INDUCED STRESSES = 139
• 4.2.1 Concepts = 139
• 4.2.2 Boussinesq Stresses = 140
• 4.2.3 Layering Effects = 146
• 4.2.4 Rock Masses = 148
• 4.2.5 Pile Foundations = 149
• 4.3 ANALYSIS OF COMPRESSION AND EXPANSION = 149
• 4.3.1 Approaches to Analysis = 149
• 4.3.2 Using Deformation Moduli = 149
• 4.3.3 Compression in Sands = 154
• 4.3.4 Consolidation in Clays = 158
• 4.3.5 Compression in Rock Masses = 163
• 4.3.6 Expansion and Collapse in Soils and Rocks = 165
• 4.4 SOIL-STRUCTURE INTERACTION = 171
• 4.4.1 Basic Concepts = 171
• 4.4.2 Continuous Footings and Mat Foundations = 176
• 4.4.3 Laterally Loaded Deep Foundations = 179
• 4.4.4 Tied-Back Retaining Walls = 185
• 4.4.5 Earthquake Loadings(SSI Analysis) = 187
• REFERENCES = 191
• PartⅡ SITE PLANNING AND PREPARATION, GROUND IMPROVEMENT, EARTH STRUCTURES, AND FOUNDATIONS = 195
• Chapter 5 SITE PLANNING AND PREPARATION, GROUND IMPROVEMENT, AND EARTH STRUCTURES = 197
• 5.1 SITE SELECTION AND DEVELOPMENT PLANNING = 197
• 5.1.1 Site Selection Factors = 197
• 5.1.2 Geologic Factors = 198
• 5.1.3 Investigations = 199
• 5.1.4 Site Preparation = 203
• 5.2 CONTROLLED COMPACTED FILL FOR EARTH STRUCTURES = 206
• 5.2.1 Basic Factors = 206
• 5.2.2 Design Criteria Structural Fills = 210
• 5.2.3 Pavements = 215
• 5.2.4 Field Compaction = 219
• 5.2.5 Applications to Building Sites = 225
• 5.3 SURCHARGING WEAK SOILS = 229
• 5.3.1 Applications = 229
• 5.3.2 Surcharge Methods = 231
• 5.3.3 Vertical Drains to Accelerate Preloading = 236
• 5.4 OTHER SOIL STRENGTHENING TECHNIQUES = 238
• 5.4.1 Compaction In Situ = 239
• 5.4.2 Ground Reinforcing = 241
• 5.4.3 Pore-Water Treatments = 245
• 5.4.4 Soil Stabilization with Admixtures = 246
• 5.5 IMPROVING ROCK-MASS QUALITY = 248
• 5.5.1 Treatments and Purposes = 248
• 5.5.2 Uplift Pressures and Seepage Control = 249
• 5.5.3 Rock Reinforcement = 253
• 5.5.4 Rock Deterioration Prevention = 255
• 5.6 GROUND VIBRATIONS FROM CONSTRUCTION ACTIVITY = 257
• 5.6.1 Sources = 257
• 5.6.2 Induced Vibratory Motion = 258
• 5.6.3 Damage to Structures = 260
• REFERENCES = 263
• Chapter 6 SHALLOW FOUNDATIONS = 266
• 6.1 INTRODUCTION TO FOUNDATIONS = 266
• 6.1.1 Basic Factors = 266
• 6.1.2 Criteria for Satisfactory Performance = 267
• 6.2 SHALLOW FOUNDATIONS ON SOILS = 275
• 6.2.1 Selection : Foundation Type and Depth = 275
• 6.2.2 The Allowable Bearing Value $$q_a$$ = 281
• 6.2.3 Settlement Analysis p = 287
• 6.2.4 Ultimate Bearing Capacity ($$q_b$$, or $$q_{ujt}$$) = 294
• 6.2.5 Foundations on Slopes = 304
• 6.2.6 Swelling and Collapsing Soils = 306
• 6.2.7 Foundation Vibrations = 309
• 6.3 SHALLOW FOUNDATIONS ON ROCK = 311
• 6.3.1 General Considerations = 311
• 6.3.2 Allowable Bearing Pressure = 314
• 6.3.3 Bearing Capacity and Stability = 319
• 6.3.4 Construction Aspects = 323
• REFERENCES = 328
• Chapter 7 DEEP FOUNDATIONS = 331
• 7.1 INTRODUCTION = 331
• 7.1.1 Definitions = 331
• 7.1.2 Classification of Piles and Piers = 331
• 7.1.3 Performance Factors = 332
• 7.2 TYPES, SELECTION, AND INSTALLATION = 334
• 7.2.1 General = 334
• 7.2.2 Driven Piles = 334
• 7.2.3 Bored Piles(Drilled Piers) = 349
• 7.2.4 Caissons = 357
• 7.2.5 Offshore Conditions = 358
• 7.3 AXIAL CAPACITY : STATIC ANALYSIS = 361
• 7.3.1 General Considerations = 361
• 7.3.2 Ultimate Capacity Single Unit = 363
• 7.3.3 End Bearing(Point Capacity) = 367
• 7.3.4 Positive Shaft Resistance = 373
• 7.3.5 Negative Shaft Friction(Downdrag) = 390
• 7.3.6 Pile Group Effects = 393
• 7.4 SETTLEMENT ANALYSIS = 395
• 7.4.1 Single Piles = 395
• 7.4.2 Group Settlement = 402
• 7.5 CAPACITY EVALUATION : DYNAMIC METHODS AND LOAD TESTS = 404
• 7.5.1 Resistance Formulas for Driven Piles = 404
• 7.5.2 Wave-Equation Analysis = 406
• 7.5.3 Static Axial Load Tests = 408
• 7.5.4 Dynamic Axial Load Testing = 415
• 7.6 LATERAL CAPACITY AND DEFLECTION = 416
• 7.6.1 Forces and Resistance = 416
• 7.6.2 Pile Behavior = 417
• 7.6.3 Ultimate Lateral Capacity = 419
• 7.6.4 Pile Deflection Analysis = 421
• 7.6.5 Lateral Loads along the Pile Shaft = 427
• 7.6.6 Group Action = 429
• 7.7 SOIL AND ROCK ANCHORS = 430
• 7.7.1 Classifications = 430
• 7.7.2 Installation = 431
• 7.7.3 Failure Mechanisms and Causes = 434
• 7.7.4 Capacity Evaluation Deep Grouted Anchors = 435
• REFERENCES = 438
• PartⅢ SLOPES, RETAINING STRUCTURES, AND EXCAVATIONS = 445
• Chapter 8 SLOPE AND EMBANKMENT STABILITY = 447
• 8.1 STABILITY PROBLEMS AND ANALYSIS = 447
• 8.1.1 Slope Stability Problems = 447
• 8.1.2 Limit Equilibrium Analysis = 448
• 8.1.3 Early Concepts = 452
• 8.2 STABILITY ANALYSIS : SOIL SLOPES = 458
• 8.2.1 Factors to Consider = 458
• 8.2.2 Infinite Slope Analysis = 472
• 8.2.3 Circular Failure Surface Effective Stress Analysis = 475
• 8.2.4 Circular Failure Surface Total Stress Analysis = 488
• 8.2.5 Irregular Failure Surfaces = 496
• 8.2.6 Planar Failure Surfaces. Wedges and Blocks = 498
• 8.2.7 Earthquake Forces = 505
• 8.3 STABILITY ANALYSIS : ROCK SLOPES = 508
• 8.3.1 Factors to Consider = 508
• 8.3.2 Analytical Methods = 512
• 8.4 TREATMENTS TO PROVIDE STABILITY = 518
• 8.4.1 General Considerations = 518
• 8.4.2 Natural Slopes Assessment Factors = 520
• 8.4.3 Stabilization of Soil Slopes = 524
• 8.4.4 Stabilization of Rock Slopes = 528
• 8.4.5 Embankments = 531
• REFERENCES = 534
• Chapter 9 SURFACE RETAINING STRUCTURES = 538
• 9.1 INTRODUCTION = 538
• 9.1.1 Basic Factors = 538
• 9.1.2 Criteria for Satisfactory Performance = 539
• 9.2 RETENTION OF SOIL SLOPES = 540
• 9.2.1 Evaluation Procedure = 540
• 9.2.2 Wall Types = 542
• 9.2.3 Earth Pressures = 545
• 9.2.4 Analysis and Design Factors : Gravity Walls = 563
• 9.2.5 Anchored Concrete Curtain Walls = 571
• 9.3 OPEN EXCAVATIONS : SUPPORT SYSTEMS = 577
• 9.3.1 Introduction = 577
• 9.3.2 Wall Systems for Soils = 580
• 9.3.3 Design Considerations = 590
• 9.3.4 Wall Systems Analysis = 598
• 9.3.5 Rock Excavations for Structures = 612
• 9.4 WATERFRONT RETAINING STRUCTURES = 613
• 9.4.1 Introduction = 613
• 9.4.2 Types of Structures = 616
• 9.4.3 Anchored Sheet-Pile Bulkheads = 618
• 9.4.4 Cantilever Bulkheads = 631
• 9.4.5 Other Systems : Analysis and Design Factors = 633
• REFERENCES = 636
• Chapter 10 UNDERGROUND OPENINGS = 640
• 10.1 INTRODUCTION = 640
• 10.1.1 General Considerations = 640
• 10.1.2 The Basic Factors = 640
• 10.1.3 Evaluation Procedures = 646
• 10.2 TUNNELS IN SOILS = 649
• 10.2.1 General = 649
• 10.2.2 Design Factors = 649
• 10.2.3 Construction Aspects = 655
• 10.2.4 Ground Subsidence = 667
• 10.3 UNDERGROUND OPENINGS IN ROCK MASSES = 671
• 10.3.1 General = 671
• 10.3.2 Rock-Mass Conditions = 672
• 10.3.3 Design Factors = 677
• 10.3.4 Support of Rock Openings = 686
• REFERENCES = 704
• APPENDICES
• A CONVERSION TABLES = 707
• B SYMBOLS = 711
• INDEX = 717