Solutions Manual to accompany Geotechnical Engineering 2nd edition 9780132368681

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  • ISBN-10 ‏ : ‎ 0132368684
  • ISBN-13 ‏ : ‎ 978-0132368681
  • Author: Donald Coduto (Author), Man-chu Yeung (Author), William Kitch (Author)

Geotechnical Engineering: Principles and Practices, 2/e, is ideal or junior-level soil mechanics or introductory geotechnical engineering courses.

This introductory geotechnical engineering textbook explores both the principles of soil mechanics and their application to engineering practice. It offers a rigorous, yet accessible and easy-to-read approach, as well as technical depth and an emphasis on understanding the physical basis for soil behavior.

The second edition has been revised to include updated content and many new problems and exercises, as well as to reflect feedback from reviewers and the authors’ own experiences.

Table of contents:

Preface ix

Chapter 1 Introduction to Geotechnical Engineering 1

1.1 Geotechnical Engineering Design Process 2

1.2 Historical Development 4

1.3 Modern Geotechnical Engineering 14

1.4 Accuracy of Geotechnical Engineering Analyses 16

1.5 A Pictorial Overview of Geotechnical Engineering 16

Chapter 2 Engineering Geology 28

2.1 The Geologic Cycle 29

2.2 Rocks 30

2.3 Rock-Forming Minerals 35

2.4 Structural Geology 37

2.5 Weathering 43

2.6 Soil Formation,Transport, and Deposition 45

2.7 Rock and Soil as Geomaterials 56

Summary 59

Questions and Practice Problems 61

Chapter 3 Site Exploration and Characterization 64

3.1 Project Assessment 65

3.2 Literature Search 66

3.3 Remote Sensing 67

3.4 Field Reconnaissance and Surface Exploration 69

3.5 Subsurface Exploration 69

3.6 Soil and Rock Sampling 82

3.7 Groundwater Exploration and Monitoring 87

3.8 Ex Situ Testing 88

3.9 In Situ Testing 89

3.10 Geophysical Exploration 106

3.11 Synthesis and Interpretation 108

3.12 Economics 112

3.13 Geotechnical Monitoring During Construction 113

Summary 113

Questions and Practice Problems 115

Chapter 4 Soil Composition 121

4.1 Soil as a Particulate Material 122

4.2 The Three Phases 122

4.3 Weight—Volume Relationships 124

4.4 Particle Size and Shape 138

4.5 Clay Soils 148

4.6 Plasticity and the Atterberg Limits 151

4.7 Structured Versus Unstructured Soils 155

4.8 Organic Soils 156

Summary 157

Questions and Practice Problems 158

Chapter 5 Soil Classification 164

5.1 USDA Soil Classification System 164

5.2 AASHTO Soil Classification System 167

5.3 Unified Soil Classification System (USCS) 171

5.4 Visual—Manual Soil Classification 180

5.5 Supplemental Soil Classifications 182

5.6 Applicability and Limitations 185

Summary 186

Questions and Practice Problems 187

Chapter 6 Excavation, Grading, and Compacted Fill 190

6.1 Earthwork Construction Objectives 192

6.2 Construction Methods and Equipment 193

6.3 Soil Compaction Concepts 213

6.4 Soil Compaction Standards and Specifications 215

6.5 Field Considerations and Monitoring 227

6.6 Suitability of Soils for use as Compacted Fill 235

6.7 Earthwork Quantity Computations 237

6.8 Lightweight Fills 241

6.9 Deep Fills 243

Summary 244

Questions and Practice Problems 245

Chapter 7 Groundwater–Fundamentals and One-Dimensional Flow 251

7.1 Hydrology 252

7.2 Principles of Fluid Mechanics 255

7.3 One-Dimensional Flow Through Soil 268

7.4 Flow Through Anisotropic Soils 284

Summary 287

Questions and Practice Problems 288

Chapter 8 Groundwater–Multidimensional Flow and Applications 295

8.1 Multidimensional Flow 295

8.2 Flow Net Solution for Two-Dimensional Flow 298

8.3 Numerical and Physical Modeling of Two-Dimensional Flow 316

8.4 Two- and Three-Dimensional Flow to Wells 320

8.5 Groundwater Control 329

8.6 Contaminant Control and Remediation 337

8.7 Soil Migration and Filtration 341

Summary 350

Questions and Practice Problems 352

Chapter 9 Stress 361

9.1 Simplifying Assumptions 362

9.2 Mechanics of Materials Review 363

9.3 Mohr Circle Analyses 368

9.4 Sources of Stress in the Ground 378

9.5 Geostatic Stresses 378

9.6 Induced Stresses 381

9.7 Superposition 392

9.8 Effective Stresses 395

9.9 Effective Stress Under Steady State Flow 405

9.10 Stresses in Layered Strata 408

Summary 409

Questions and Practice Problems 410

Chapter 10 Compressibility and Settlement 419

10.1 Physical Processes 422

10.2 Changes in Vertical Effective Stress 423

10.3 Distortion Settlement 426

10.4 Consolidation Settlement–Physical Processes 427

10.5 Consolidation (Oedometer) Test 432

10.6 Consolidation Status in the Field 444

10.7 Compressibility of Sands and Gravels 446

10.8 Consolidation Settlement Predictions 448

10.9 Secondary Compression Settlement 461

10.10 Crusts 463

10.11 Settlement of Unsaturated Soils 463

10.12 Heave Due to Unloading 464

10.13 Accuracy of Settlement Predictions 464

Summary 465

Questions and Practice Problems 467

Chapter 11 Rate of Consolidation 478

11.1 Terzaghi’s Theory of Consolidation 478

11.2 Consolidation Settlement Versus Time Computations 489

11.3 The Coefficient of Consolidation, 499

11.4 Accuracy of Settlement Rate Predictions 504

11.5 Consolidation Monitoring 506

11.6 Other Sources of Time Dependent Settlement 512

11.7 Methods of Accelerating Settlements 514

Summary 518

Questions and Practice Problems 520

Chapter 12 Soil Strength 527

12.1 Strength Analyses in Geotechnical Engineering 527

12.2 Shear Failure in Soils 529

12.3 The Drained and the Undrained Conditions 536

12.4 Mohr—Coulomb Failure Criterion 539

12.5 Shear Strength of Saturated Sands and Gravels 545

12.6 Shear Strength of Saturated Clays 550

12.7 Shear Strength of Saturated Intermediate Soils 563

12.8 Shear Strength of Unsaturated Soils 564

12.9 Shear Strength Evaluation 564

12.10 Shear Strength at Interfaces Between Soil and Other Materials 583

12.11 Uncertainties in Shear Strength Assessments 584

Summary 585

Questions and Practice Problems 587

Chapter 13 Stability of Earth Slopes 593

13.1 Terminology 595

13.2 Modes of Slope Instability 597

13.3 Analysis of Slope Stability 604

13.4 Quantitative Analysis of Slides 605

13.5 General Procedures in a Limit Equilibrium Analysis of a Slide 606

13.6 Planar Failure Analysis 608

13.7 Infinite Slope Analysis 611

13.8 Swedish Slip Circle Method ( Analysis) 613

13.9 Method of Slices 618

13.10 Chart Solutions 627

13.11 Miscellaneous Issues 629

13.12 Seismic Stability 631

13.13 Stabilization Measures 636

13.14 Instrumentation 643

Summary 648

Questions and Practice Problems 649

Chapter 14 Foundations 655

14.1 Shallow Foundations 656

14.2 Deep Foundations 658

Summary 671

Chapter 15 Spread Footing Design 673

15.1 Bearing Pressure 673

15.2 Bearing Capacity 675

15.3 Settlement 685

15.4 Spread Footings–Summary and Design Concerns 698

Summary 703

Questions and Practice Problems 704

Chapter 16 Earth Retaining Structures 709

16.1 Externally Stabilized Systems 709

16.2 Internally Stabilized Systems 714

16.3 Design of Earth Retaining Structures 717

Summary 719

Chapter 17 Lateral Earth Pressures 720

17.1 Lateral Earth Pressures and Wall Movement 720

17.2 Classical Lateral Earth Pressure Theories 726

17.3 Equivalent Fluid Pressure 742

17.4 Groundwater Effects 744

Summary 747

Questions and Practice Problems 748

Appendix A Recommended Resources for Further Study 751

Chapter 1–Introduction to Geotechnical Engineering 751

Chapter 2–Engineering Geology 752

Chapter 3–Site Exploration and Characterization 752

Chapter 4–Soil Composition 753

Chapter 5–Soil Classification 753

Chapter 6–Excavation, Grading, and Compacted Fill 753

Chapters 7 and 8–Groundwater–Fundamentals and One-Dimensional

Flow and Multidimensional Flow and Applications 753

Chapter 9–Stress 754

Chapters 10 and 11–Compressibility, Settlement, and Rate of Consolidation 754

Chapter 12–Soil Strength 755

Chapter 13–Stability of Earth Slopes 755

Chapters 14 and 15–Foundations and Spread Footing Design 756

Chapters 16 and 17–Earth Retaining Structures and Lateral Earth

Pressures 757

Appendix B Unit Conversion Factors 758

English Units 758

SI and Metric Units 758

Conversion Factors 759

Appendix C Field Identification of Soils 761

C.1 Equipment 761

C.2 Procedure 761

C.2.1 Color and Smell 761

C.2.2 Fine Versus Coarse Grain Determination 762

C.2.3 Coarse Grained Soil Classification 762

C.2.4 Fine Grained Soil Classification: Distinguishing Silts from Clays 763

C.2.5 Completing Classification 765

Appendix D Finite Difference Solutions to Flow Problems 766

D.1 Finite Difference Formulation 766

D.2 Application to Two-Dimensional Flow 769

D.3 Solving Finite Difference Problems 772

D.4 Applications Using Spreadsheets 773

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