Soil Mechanics and Foundation Engineering: Fundamentals and Applications
(Sprache: Englisch)
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Publisher's Note: Products purchased from Third Party sellers are not guaranteed by the publisher for quality, authenticity, or access to any online entitlements included with the product.Learn the basics of soil mechanics and foundation engineering This hands-on guide shows, step by step, how soil mechanics principles can be applied to solve geotechnical and foundation engineering problems. Presented in a straightforward, engaging style by an experienced PE, Soil Mechanics and Foundation Engineering: Fundamentals and Applications starts with the basics, assuming no prior knowledge, and gradually proceeds to more advanced topics. You will get rich illustrations, worked-out examples, and real-world case studies that help you absorb the critical points in a short time.Coverage includes:- Phase relations
- Soil classification
- Compaction
- Effective stresses
- Permeability and seepage
- Vertical stresses under loaded areas
- Consolidation
- Shear strength
- Lateral earth pressures
- Site investigation
- Shallow and deep foundations
- Earth retaining structures
- Slope stability
- Reliability-based design
Inhaltsverzeichnis zu „Soil Mechanics and Foundation Engineering: Fundamentals and Applications “
PrefaceSymbols
1 Geotechnical Engineering 1.1 Introduction 1.2 Soils and Other Engineering Materials 1.3 Geotechnical Applications 1.4 Standards, Measurements, and Significant Digits 1.5 Physical and Numerical Modeling 1.6 Geotechnical Engineering Literature 1.7 Workplace Health and Safety and Risk Assessment 1.8 Factor of Safety 1.9 Professional Registration and Continuing Professional Development References
Part 1 Fundamentals
2 Phase Relations 2.1 Introduction 2.2 Phase Diagram and Definitions 2.3 Phase Diagram for Vs = 1 2.4 Laboratory Measurements 2.5 Main Points Review Exercises References
3 Soil Classification 3.1 Introduction 3.2 Origin of Soils 3.3 Grain Size Distribution 3.4 Atterberg Limits 3.5 Unified Soil Classification System 3.6 AASHTO Soil Classification System 3.7 Visual Classification and Description 3.8 Clay Mineralogy 3.9 Main Points Review Exercises References
4 Compaction 4.1 Introduction 4.2 Ground Improvement Techniques 4.3 Compaction Curve 4.4 Laboratory Compaction 4.5 Zero Air Void Curve 4.6 Field Compaction 4.7 Compaction Specifications and Control 4.8 California Bearing Ratio 4.9 Other Ground Improvement Techniques 4.10 Main Points Review Exercises References
5 Effective Stresses 5.1 Introduction 5.2 Vertical Overburden Stresses 5.3 Terzaghi's Effective Stress Principle 5.4 Capillary Effects in Soils 5.5 Main Points Review Exercises References
6 Permeability and Seepage 6.1 Introduction 6.2 Bernoulli's Equation 6.3 Darcy's Law 6.4 Laboratory Determination of Hydraulic Conductivity 6.5 Field Determination of Hydraulic Conductivity 6.6 Stresses in Soils due to Flow 6.7 Equivalent Hydraulic Conductivity of Stratified Soils 6.8 Flow Nets 6.9 Design of Granular Filters 6.10 Seepage through an Embankment on an Impervious Base 6.11 Method of Fragments 6.12 Main Points Review Exercises References
7 Vertical Stresses under Loaded Areas 7.1 Introduction 7.2
... mehr
Vertical Stress Increase due to a Point Load 7.3 Vertical Stress Increase due to a Line Load 7.4 Vertical Stress Increase due to a Strip Load 7.5 Vertical Stress Increase under the Corner of a Rectangular Load 7.6 2:1 Distribution for a Uniform Rectangular Load 7.7 Pressure Isobars under Square and Strip Flexible Uniform Loads 7.8 Vertical Stress Increase under an Embankment Load 7.9 Vertical Stress Increase beneath the Center of a Uniform Circular Load 7.10 Newmark's Chart 7.11 Main Points Review Exercises References
8 Consolidation 8.1 Introduction 8.2 Fundamentals 8.3 One-Dimensional Consolidation 8.4 One-Dimensional Consolidation Test 8.5 Field Corrections to e vs. log s'v Plot Developed in the Laboratory 8.6 Determination of Final Consolidation Settlement 8.7 Preloading 8.8 Time Rate of Consolidation 8.9 Secondary Compression 8.10 A Note on Preloading 8.11 Main Points Review Exercises References
9 Shear Strength 9.1 Introduction 9.2 Mohr's Circles-A Review 9.3 Mohr-Coulomb Failure Criterion 9.4 A Simple Loading Scenario and Relevance of Mohr's Circle 9.5 Mohr's Circles and Failure Envelopes in Terms of Total and Effective Stresses 9.6 Drained and Undrained Loadings 9.7 Triaxial Test 9.8 Direct Shear Test 9.9 Peak, Residual, and Critical States 9.10 Skempton's Pore Pressure Coefficients for Undrained Loading 9.11 Relationship between s1 and s3 at Failure 9.12 Stress Paths 9.13 Critical State Soil Mechanics 9.14 Main Points Review Exercises References
10 Lateral Earth Pressures 10.1 Introduction 10.2 At-Rest State and K0 10.3 Active and Passive States 10.4 Rankine's Earth Pressure Theory 10.5 Coulomb's Earth Pressure Theory 10.6 Lateral Earth Pressures Based on Elastic Analysis 10.7 Main Points Review Exercises References
Part 2 Applications
11 Site Investigation 11.1 Introduction 11.2 Spacing and Depth of Investigation 11.3 Boring and Sampling 11.4 Laboratory versus In Situ Tests 11.5 In Situ Testing 11.6 Standard Penetration Test 11.7 Cone Penetration Test 11.8 Vane Shear Test 11.9 Other In Situ Tests 11.10 Bore Logs 11.11 Geotechnical Instrumentation 11.12 Geophysical Methods 11.13 Main Points Review Exercises References
12 Shallow Foundations 12.1 Introduction 12.2 General, Local, and Punching Shear Failure Modes 12.3 Terzaghi's Bearing Capacity Theory 12.4 Gross and Net Pressures 12.5 The General Bearing Capacity Equation 12.6 Pressure Distributions beneath Eccentrically Loaded Foundations 12.7 Raft Foundations 12.8 Total and Differential Settlements 12.9 Settlement Computation Based on Elastic Analysis (Drained Soils) 12.10 Settlement Computations in Granular Soils 12.11 Settlement Computations in Cohesive Soils 12.12 Main Points Review Exercises References
13 Deep Foundations 13.1 Introduction 13.2 Pile Materials 13.3 Pile Installation 13.4 Shaft and Tip Loads 13.5 Pile Load Transfer Mechanism 13.6 Load-Carrying Capacity of a Single Pile 13.7 Pile Driving 13.8 Pile Load Test 13.9 Settlement of a Pile 13.10 Pile Groups 13.11 Foundations for Super-Tall Buildings 13.12 Rock-Socketed Piles 13.13 Main Points Review Exercises References
14 Earth Retaining Structures 14.1 Introduction 14.2 Retaining Walls 14.3 Cantilever Sheet Pile Walls 14.4 Anchored Sheet Piles 14.5 Braced Excavations 14.6 Retaining Walls Made of Piles 14.7 Main Points Review Exercises References
15 Slope Stability 15.1 Introduction 15.2 Factor of Safety 15.3 Stability of Homogeneous Undrained Clay Slopes 15.4 Taylor's Stability Chart for Undrained Clays 15.5 Taylor's Stability Chart for c' - f' Soils 15.6 Cousins' Stability Chart 15.7 Michalowski's (2002) Stability Charts for Slopes Subjected to Pore Water Pressures 15.8 Method of Slices 15.9 Infinite Slopes 15.10 Main Points Review Exercises References
16 Reliability-Based Design 16.1 Introduction 16.2 Capacity-Demand Model 16.3 Allowable Stress Design 16.4 Load and Resistance Factor Design 16.5 A Probabilistic Approach 16.6 Determination of the Mean and Standard Deviation of Capacity and Demand 16.7 Main Points Review Exercises References
A Unsaturated Soil Mechanics
B Vesic's (1973) Factors for Eq. (12.11)
C Units and Conversions
Index
8 Consolidation 8.1 Introduction 8.2 Fundamentals 8.3 One-Dimensional Consolidation 8.4 One-Dimensional Consolidation Test 8.5 Field Corrections to e vs. log s'v Plot Developed in the Laboratory 8.6 Determination of Final Consolidation Settlement 8.7 Preloading 8.8 Time Rate of Consolidation 8.9 Secondary Compression 8.10 A Note on Preloading 8.11 Main Points Review Exercises References
9 Shear Strength 9.1 Introduction 9.2 Mohr's Circles-A Review 9.3 Mohr-Coulomb Failure Criterion 9.4 A Simple Loading Scenario and Relevance of Mohr's Circle 9.5 Mohr's Circles and Failure Envelopes in Terms of Total and Effective Stresses 9.6 Drained and Undrained Loadings 9.7 Triaxial Test 9.8 Direct Shear Test 9.9 Peak, Residual, and Critical States 9.10 Skempton's Pore Pressure Coefficients for Undrained Loading 9.11 Relationship between s1 and s3 at Failure 9.12 Stress Paths 9.13 Critical State Soil Mechanics 9.14 Main Points Review Exercises References
10 Lateral Earth Pressures 10.1 Introduction 10.2 At-Rest State and K0 10.3 Active and Passive States 10.4 Rankine's Earth Pressure Theory 10.5 Coulomb's Earth Pressure Theory 10.6 Lateral Earth Pressures Based on Elastic Analysis 10.7 Main Points Review Exercises References
Part 2 Applications
11 Site Investigation 11.1 Introduction 11.2 Spacing and Depth of Investigation 11.3 Boring and Sampling 11.4 Laboratory versus In Situ Tests 11.5 In Situ Testing 11.6 Standard Penetration Test 11.7 Cone Penetration Test 11.8 Vane Shear Test 11.9 Other In Situ Tests 11.10 Bore Logs 11.11 Geotechnical Instrumentation 11.12 Geophysical Methods 11.13 Main Points Review Exercises References
12 Shallow Foundations 12.1 Introduction 12.2 General, Local, and Punching Shear Failure Modes 12.3 Terzaghi's Bearing Capacity Theory 12.4 Gross and Net Pressures 12.5 The General Bearing Capacity Equation 12.6 Pressure Distributions beneath Eccentrically Loaded Foundations 12.7 Raft Foundations 12.8 Total and Differential Settlements 12.9 Settlement Computation Based on Elastic Analysis (Drained Soils) 12.10 Settlement Computations in Granular Soils 12.11 Settlement Computations in Cohesive Soils 12.12 Main Points Review Exercises References
13 Deep Foundations 13.1 Introduction 13.2 Pile Materials 13.3 Pile Installation 13.4 Shaft and Tip Loads 13.5 Pile Load Transfer Mechanism 13.6 Load-Carrying Capacity of a Single Pile 13.7 Pile Driving 13.8 Pile Load Test 13.9 Settlement of a Pile 13.10 Pile Groups 13.11 Foundations for Super-Tall Buildings 13.12 Rock-Socketed Piles 13.13 Main Points Review Exercises References
14 Earth Retaining Structures 14.1 Introduction 14.2 Retaining Walls 14.3 Cantilever Sheet Pile Walls 14.4 Anchored Sheet Piles 14.5 Braced Excavations 14.6 Retaining Walls Made of Piles 14.7 Main Points Review Exercises References
15 Slope Stability 15.1 Introduction 15.2 Factor of Safety 15.3 Stability of Homogeneous Undrained Clay Slopes 15.4 Taylor's Stability Chart for Undrained Clays 15.5 Taylor's Stability Chart for c' - f' Soils 15.6 Cousins' Stability Chart 15.7 Michalowski's (2002) Stability Charts for Slopes Subjected to Pore Water Pressures 15.8 Method of Slices 15.9 Infinite Slopes 15.10 Main Points Review Exercises References
16 Reliability-Based Design 16.1 Introduction 16.2 Capacity-Demand Model 16.3 Allowable Stress Design 16.4 Load and Resistance Factor Design 16.5 A Probabilistic Approach 16.6 Determination of the Mean and Standard Deviation of Capacity and Demand 16.7 Main Points Review Exercises References
A Unsaturated Soil Mechanics
B Vesic's (1973) Factors for Eq. (12.11)
C Units and Conversions
Index
... weniger
Bibliographische Angaben
- Autor: Nagaratnam Sivakugan
- 640 Seiten, mit Abbildungen, Gebunden, Englisch
- Verlag: MCGRAW HILL BOOK CO
- ISBN-10: 1260468488
- ISBN-13: 9781260468489
- Erscheinungsdatum: 15.07.2021
Sprache:
Englisch
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