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1.

電子ブック

EB
Walter D. Pilkey
出版情報: Wiley Online Library - AutoHoldings Books , John Wiley & Sons, Inc., 2004
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Preface
Acknowledgments
Introduction / 1:
Geometric Properties of Plane Areas / 2:
Stress and Strain / 3:
Mechanical Properties and Testing of Engineering Materials / 4:
Experimental Stress Analysis / 5:
Stress Concentration / 6:
Fracture Mechanics and Fatigue / 7:
Joints / 8:
Contact Stresses / 9:
Dynamic Loading / 10:
Beams and Columns / 11:
Torsion and Extension of Bars / 12:
Frames / 13:
Torsion of Thin-Walled Beams / 14:
Cross-Sectional Stresses: Combined Stresses / 15:
Curved Bars / 16:
Rotors / 17:
Plates / 18:
Thick Shells and Disks / 19:
Thin Shells / 20:
Fundamental Mathematics / Appendix I:
Structural Members / Appendix II:
Structural Systems / Appendix III:
Index
Preface
Acknowledgments
Introduction / 1:
2.

電子ブック

EB
Lymon C. Reese, William M. Isenhower, Shin-Tower Wang
出版情報: Wiley Online Library - AutoHoldings Books , John Wiley & Sons, Inc., 2005
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Preface
Acknowledgments
Symbols and Notations
Introduction / 1:
Historical Use of Foundations / 1.1:
Kinds of Foundations and their Uses / 1.2:
Spread Footings and Mats / 1.2.1:
Deep Foundations / 1.2.2:
Hybrid Foundations / 1.2.3:
Concepts in Design / 1.3:
Visit the Site / 1.3.1:
Obtain Information on Geology at Site / 1.3.2:
Obtain Information on Magnitude and Nature of Loads on Foundation / 1.3.3:
Obtain Information on Properties of Soil at Site / 1.3.4:
Consider Long-Term Effects / 1.3.5:
Pay Attention to Analysis / 1.3.6:
Provide Recommendations for Tests of Deep Foundations / 1.3.7:
Observe the Behavior of the Foundation of a Completed Structure / 1.3.8:
Problems
Engineering Geology / 2:
Nature of Soil Affected by Geologic Processes / 2.1:
Nature of Transported Soil / 2.2.1:
Weathering and Residual Soil / 2.2.2:
Nature of Soil Affected by Volcanic Processes / 2.2.3:
Nature of Glaciated Soil / 2.2.4:
Karst Geology / 2.2.5:
Available Data on Regions in the United States / 2.3:
U.S. Geological Survey and State Agencies / 2.4:
Examples of the Application of Engineering Geology / 2.5:
Site Visit / 2.6:
Fundamentals of Soil Mechanics / 3:
Data Needed for the Design of Foundations / 3.1:
Soil and Rock Classification / 3.2.1:
Position of the Water Table / 3.2.2:
Shear Strength and Density / 3.2.3:
Deformability Characteristics / 3.2.4:
Prediction of Changes in Conditions and the Environment / 3.2.5:
Nature of Soil / 3.3:
Grain-Size Distribution / 3.3.1:
Types of Soil and Rock / 3.3.2:
Mineralogy of Common Geologic Materials / 3.3.3:
Water Content and Void Ratio / 3.3.4:
Saturation of Soil / 3.3.5:
Weight-Volume Relationships / 3.3.6:
Atterberg Limits and the Unified Soils Classification System / 3.3.7:
Concept of Effective Stress / 3.4:
Laboratory Tests for Consolidation of Soils / 3.4.1:
Spring and Piston Model of Consolidation / 3.4.2:
Determination of Initial Total Stresses / 3.4.3:
Calculation of Total and Effective Stresses / 3.4.4:
The Role of Effective Stress in Soil Mechanics / 3.4.5:
Analysis of Consolidation and Settlement / 3.5:
Time Rates of Settlement / 3.5.1:
One-Dimensional Consolidation Testing / 3.5.2:
The Consolidation Curve / 3.5.3:
Calculation of Total Settlement / 3.5.4:
Calculation of Settlement Due to Consolidation / 3.5.5:
Reconstruction of the Field Consolidation Curve / 3.5.6:
Effects of Sample Disturbance on Consolidation Properties / 3.5.7:
Correlation of Consolidation Indices with Index Tests / 3.5.8:
Comments on Accuracy of Settlement Computations / 3.5.9:
Shear Strength of Soils / 3.6:
Friction Between Two Surfaces in Contact / 3.6.1:
Direct Shear Testing / 3.6.3:
Triaxial Shear Testing / 3.6.4:
Drained Triaxial Tests on Sand / 3.6.5:
Triaxial Shear Testing of Saturated Clays / 3.6.6:
The SHANSEP Method / 3.6.7:
Other Types of Shear Testing for Soils / 3.6.8:
Selection of the Appropriate Testing Method / 3.6.9:
Investigation of Subsurface Conditions / 4:
Methods of Advancing Borings / 4.1:
Wash-Boring Technique / 4.2.1:
Continuous-Flight Auger with Hollow Core / 4.2.2:
Methods of Sampling / 4.3:
Sampling with Thin-Walled Tubes / 4.3.1:
Sampling with Thick-Walled Tubes / 4.3.3:
Sampling Rock / 4.3.4:
In Situ Testing of Soil / 4.4:
Cone Penetrometer and Piezometer-Cone Penetrometer / 4.4.1:
Vane Shear Device / 4.4.2:
Pressuremeter / 4.4.3:
Boring Report / 4.5:
Subsurface Investigations for Offshore Structures / 4.6:
Principal Types of Foundations / 5:
Shallow Foundations / 5.1:
Driven Piles with Impact Hammer / 5.2:
Drilled Shafts / 5.2.3:
Augercast Piles / 5.2.4:
GeoJet Piles / 5.2.5:
Micropiles / 5.2.6:
Caissons / 5.3:
Hybrid Foundation / 5.4:
Designing Stable Foundations / 6:
Total and Differential Settlement / 6.1:
Allowable Settlement of Structures / 6.3:
Tolerance of Buildings to Settlement / 6.3.1:
Exceptional Case of Settlement / 6.3.2:
Problems in Proving Settlement / 6.3.3:
Soil Investigations Appropriate to Design / 6.4:
Planning / 6.4.1:
Favorable Profiles / 6.4.2:
Soils with Special Characteristics / 6.4.3:
Calcareous Soil / 6.4.4:
Use of Valid Analytical Methods / 6.5:
Oil Tank in Norway / 6.5.1:
Transcona Elevator in Canada / 6.5.2:
Bearing Piles in China / 6.5.3:
Foundations at Unstable Slopes / 6.6:
Pendleton Levee / 6.6.1:
Fort Peck Dam / 6.6.2:
Effects of Installation on the Quality of Deep Foundations / 6.7:
Effects of Installation of Deep Foundations on Nearby Structures / 6.7.1:
Driving Piles / 6.8.1:
Effects of Excavations on Nearby Structures / 6.9:
Deleterious Effects of the Environment on Foundations / 6.10:
Scour of Soil at Foundations / 6.11:
Theories of Bearing Capacity and Settlement / 7:
Terzaghi's Equations for Bearing Capacity / 7.1:
Revised Equations for Bearing Capacity / 7.3:
Extended Formulas for Bearing Capacity by J. Brinch Hansen / 7.4:
Eccentricity / 7.4.1:
Load Inclination Factors / 7.4.2:
Base and Ground Inclination / 7.4.3:
Shape Factors / 7.4.4:
Depth Effect / 7.4.5:
Depth Factors / 7.4.6:
General Formulas / 7.4.7:
Passive Earth Pressure / 7.4.8:
Soil Parameters / 7.4.9:
Example Computations / 7.4.10:
Equations for Computing Consolidation Settlement of Shallow Foundations on Saturated Clays / 7.5:
Prediction of Total Settlement Due to Loading of Clay Below the Water Table / 7.5.1:
Prediction of Time Rate of Settlement Due to Loading of Clay Below the Water Table / 7.5.3:
Principles for the Design of Foundations / 8:
Standards of Professional Conduct / 8.1:
Fundamental Principles / 8.2.1:
Fundamental Canons / 8.2.2:
Design Team / 8.3:
Codes and Standards / 8.4:
Details of the Project / 8.5:
Factor of Safety / 8.6:
Selection of a Global Factor of Safety / 8.6.1:
Selection of Partial Factors of Safety / 8.6.2:
Design Process / 8.7:
Specifications and Inspection of the Project / 8.8:
Observation of the Completed Structure / 8.9:
Appendix 8.1
Geotechnical Design of Shallow Foundations / 9:
Problems with Subsidence / 9.1:
Designs to Accommodate Construction / 9.3:
Dewatering During Construction / 9.3.1:
Dealing with Nearby Structures / 9.3.2:
Shallow Foundations on Sand / 9.4:
Immediate Settlement of Shallow Foundations on Sand / 9.4.1:
Bearing Capacity of Footings on Sand / 9.4.3:
Design of Rafts on Sand / 9.4.4:
Shallow Foundations on Clay / 9.5:
Settlement from Consolidation / 9.5.1:
Immediate Settlement of Shallow Foundations on Clay / 9.5.2:
Design of Shallow Foundations on Clay / 9.5.3:
Design of Rafts / 9.5.4:
Shallow Foundations Subjected to Vibratory Loading / 9.6:
Designs in Special Circumstances / 9.7:
Freezing Weather / 9.7.1:
Design of Shallow Foundations on Collapsible Soil / 9.7.2:
Design of Shallow Foundations on Expansive Clay / 9.7.3:
Design of Shallow Foundations on Layered Soil / 9.7.4:
Analysis of a Response of a Strip Footing by Finite Element Method / 9.7.5:
Geotechnical Design of Driven Piles Under Axial Loads / 10:
Comment on the Nature of the Problem / 10.1:
Methods of Computation / 10.2:
Behavior of Axially Loaded Piles / 10.2.1:
Geotechnical Capacity of Axially Loaded Piles / 10.2.2:
Basic Equation for Computing the Ultimate Geotechnical Capacity of a Single Pile / 10.3:
API Methods / 10.3.1:
Revised Lambda Method / 10.3.2:
U.S. Army Corps Method / 10.3.3:
FHWA Method / 10.3.4:
Analyzing the Load-Settlement Relationship of an Axially Loaded Pile / 10.4:
Methods of Analysis / 10.4.1:
Interpretation of Load-Settlement Curves / 10.4.2:
Investigation of Results Based on the Proposed Computation Method / 10.5:
Example Problems / 10.6:
Skin Friction / 10.6.1:
Analysis of Pile Driving / 10.7:
Dynamic Formulas / 10.7.1:
Reasons for the Problems with Dynamic Formulas / 10.7.3:
Dynamic Analysis by the Wave Equation / 10.7.4:
Effects of Pile Driving / 10.7.5:
Effects of Time After Pile Driving with No Load / 10.7.6:
Geotechnical Design of Drilled Shafts Under Axial Loading / 11:
Presentation of the FHWA Design Procedure / 11.1:
Strength and Serviceability Requirements / 11.2.1:
General Requirements / 11.3.1:
Stability Analysis / 11.3.2:
Strength Requirements / 11.3.3:
Design Criteria / 11.4:
Applicability and Deviations / 11.4.1:
Loading Conditions / 11.4.2:
Allowable Stresses / 11.4.3:
General Computations for Axial Capacity of Individual Drilled Shafts / 11.5:
Design Equations for Axial Capacity in Compression and in Uplift / 11.6:
Description of Soil and Rock for Axial Capacity Computations / 11.6.1:
Design for Axial Capacity in Cohesive Soils / 11.6.2:
Design for Axial Capacity in Cohesionless Soils / 11.6.3:
Design for Axial Capacity in Cohesive Intermediate Geomaterials and Jointed Rock / 11.6.4:
Design for Axial Capacity in Cohesionless Intermediate Geomaterials / 11.6.5:
Design for Axial Capacity in Massive Rock / 11.6.6:
Addition of Side Resistance and End Bearing in Rock / 11.6.7:
Commentary on Design for Axial Capacity in Karst / 11.6.8:
Comparison of Results from Theory and Experiment / 11.6.9:
Fundamental Concepts Regarding Deep Foundations Under Lateral Loading / 12:
Description of the Problem / 12.1:
Occurrence of Piles Under Lateral Loading / 12.1.2:
Historical Comment / 12.1.3:
Derivation of the Differential Equation / 12.2:
Solution of the Reduced Form of the Differential Equation / 12.2.1:
Respone of Soil to Lateral Loading / 12.3:
Effect of the Nature of Loading on the Response of Soil / 12.4:
Method of Analysis for Introductory Solutions for a Single Pile / 12.5:
Example Solution Using Nondimensional Charts for Analysis of a Single Pile / 12.6:
Analysis of Individual Deep Foundations Under Axial Loading Using t-z Model / 13:
Short-Term Settlement and Uplift / 13.1:
Settlement and Uplift Movements / 13.1.1:
Basic Equations / 13.1.2:
Finite Difference Equations / 13.1.3:
Load-Transfer Curves / 13.1.4:
Load-Transfer Curves for Side Resistance in Cohesive Soil / 13.1.5:
Load-Transfer Curves for End Bearing in Cohesive Soil / 13.1.6:
Load-Transfer Curves for Side Resistance in Cohesionless Soil / 13.1.7:
Load-Transfer Curves for End Bearing in Cohesionless Soil / 13.1.8:
Load-Transfer Curves for Cohesionless Intermediated Geomaterials / 13.1.9:
Example Problem / 13.1.10:
Experimental Techniques for Obtaining Load-Transfer Versus Movement Curves / 13.1.11:
Design for Vertical Ground Movements Due to Downdrag or Expansive Uplift / 13.2:
Downward Movement Due to Downdrag / 13.2.1:
Upward Movement Due to Expansive Uplift / 13.2.2:
Analysis and Design by Computer or Piles Subjected to Lateral Loading / 14:
Nature of the Comprehensive Problem / 14.1:
Differential Equation for a Comprehensive Solution / 14.2:
Recommendations for p-y Curves for Soil and Rock / 14.3:
Recommendations for p-y Curves for Clays / 14.3.1:
Recommendations for p-y Curves for Sands / 14.3.3:
Modifications to p-y Curves for Sloping Ground / 14.3.4:
Modifications for Raked (Battered Piles) / 14.3.5:
Recommendations for p-y Curves for Rock / 14.3.6:
Solution of the Differential Equation by Computer / 14.4:
Formulation of the Equation by Finite Differences / 14.4.1:
Equations for Boundary Conditions for Useful Solutions / 14.4.3:
Implementation of Computer Code / 14.5:
Selection of the Length of the Increment / 14.5.1:
Safe Penetration of Pile with No Axial Load / 14.5.2:
Buckling of a Pipe Extending Above the Groundline / 14.5.3:
Steel Pile Supporting a Retaining Wall / 14.5.4:
Drilled Shaft Supporting an Overhead Structure / 14.5.5:
Analysis of Pile Groups / 15:
Distribution of Load to Piles in a Group: The Two-Dimensional Problem / 15.1:
Model of the Problem / 15.2.1:
Detailed Step-by-Step Solution Procedure / 15.2.2:
Modification of p-y Curves for Battered Piles / 15.3:
Example Solution Showing Distribution of a Load to Piles in a Two-Dimensional Group / 15.4:
Solution by Hand Computations / 15.4.1:
Efficiency of Piles in Groups Under Lateral Loading / 15.5:
Modifying Lateral Resistance of Closely Spaced Piles / 15.5.1:
Customary Methods of Adjusting Lateral Resistance for Close Spacing / 15.5.2:
Adjusting for Close Spacing under Lateral Loading by Modified p-y Curves / 15.5.3:
Efficiency of Piles in Groups Under Axial Loading / 15.6:
Efficiency of Piles in a Group in Cohesionless Soils / 15.6.1:
Efficiency of Piles in a Group in Cohesive Soils / 15.6.3:
Concluding Comments / 15.6.4:
Appendix
References
Index
List of Symbols and Notations
Introduction to Part
Gain Information of Geology at Site / 1.1.1:
Consideration of Long-term Effects
Appropriate Attention to Analysis
Recommendations for Tests of Deep Foundations
Observe Behavior of Foundation for Completed Structure
Examples of Application of Engineering Geology
Data Needed to Design Foundations
Solid and Rock Classification
Location of the Water Table
Grain-size Distribution
Calculation of Settlement due to Consolidation
Selection of the Appropriate Test Method
Wash-boring Technique
Continuous-flight Auger with Hollow Core
Sampling with Thick-Walled Tube
Designing Stable Fou
Preface
Acknowledgments
Symbols and Notations
3.

電子ブック

EB
Powers, Christine J. Herridge, J. Patrick Powers, Corwin Arthur B., Kaeck Walter E., Schmall Paul C.
出版情報: Wiley Online Library - AutoHoldings Books , John Wiley & Sons, Inc., 2007
所蔵情報: loading…
目次情報: 続きを見る
Preface to the Third Edition
About the Authors
Acknowledgements
Theory / Part 1:
Groundwater in Construction / 1:
Groundwater in the Hydrologic Cycle / 1.1:
Origins of Dewatering / 1.2:
Development of Modern Dewatering Technology / 1.3:
The Geology of Soils / 2:
Geologic Time Frame / 2.1:
Formation of Soils / 2.2:
Mineral Composition of Soils / 2.3:
Rivers / 2.4:
Lakes / 2.5:
Estuaries / 2.6:
Beaches / 2.7:
Wind Deposits / 2.8:
Glaciers-The Pleistocene Epoch / 2.9:
Rock / 2.10:
Limestone and Coral / 2.11:
Tectonic Movements / 2.12:
Man-made Ground / 2.13:
Soils and Water / 3:
Soil Structure / 3.1:
Gradation of Soils / 3.2:
Porosity, Void Ratio, and Water Content / 3.3:
Relative Density, Specific Gravity, and Unit Weight / 3.4:
Capillarity and Unsaturated Flow / 3.5:
Specific Yield and Specific Retention / 3.6:
Hydraulic Conductivity / 3.7:
Plasticity and Cohesion of Silts and Clays / 3.8:
Unified Soil Classification System (ASTM D-2487) / 3.9:
Soil Descriptions / 3.10:
Visual and Manual Classification of Soils / 3.11:
Seepage Forces and Soil Stress / 3.12:
Gravity Drainage of Granular Soils / 3.13:
Drainage of Fine-grained Soils: Pore Pressure Control / 3.14:
Settlement as a Result of Dewatering / 3.15:
Preconsolidation / 3.16:
Other Side Effects of Dewatering / 3.17:
Hydrology of the Ideal Aquifer / 4:
Definition of the Ideal Aquifer / 4.1:
Transmissivity T / 4.2:
Storage Coefficient C[subscript s] and Specific Yield / 4.3:
Pumping from a Confined Aquifer / 4.4:
Recovery Calculations / 4.5:
The Unconfined or Water Table Aquiter / 4.6:
Specific Capacity / 4.7:
Characteristics of Natural Aquifers / 5:
Anisotropy: Stratified Soils / 5.1:
Horizontal Variability / 5.2:
Recharge Boundaries: Radius of Influence R[subscript 0] / 5.3:
Barrier Boundaries / 5.4:
Delayed Release from Storage / 5.5:
Dewatering Design Using Analytical Methods / 6:
Radial Flow to a Well in a Confined Aquifer / 6.1:
Radial Flow to a Well in a Water Table Aquifer / 6.2:
Radial Flow to a Well in a Mixed Aquifer / 6.3:
Flow to a Drainage Trench from a Line Source / 6.4:
The System as a Well: Equivalent Radius r[subscript s] / 6.5:
Radius of Influence R[subscript 0] / 6.6:
Hydraulic Conductivity K and Transmissivity T / 6.7:
Initial Head H and Final Head h / 6.8:
Partial Penetration / 6.9:
Storage Depletion / 6.10:
Specific Capacity of the Aquifer / 6.11:
Cumulative Drawdown or Superposition / 6.12:
Capacity of the Well Q[subscript w] / 6.13:
Flow Net Analysis and the Method of Fragments / 6.14:
Concentric Dewatering Systems / 6.15:
Vertical Flow / 6.16:
Gravel Tremie / 6.17:
Groundwater Modeling Using Numerical Methods / 7:
Models in Dewatering Practice / 7.1:
When to Consider a Numerical Model / 7.2:
Principal Steps in Model Design and Application / 7.3:
The Conceptual Model: Defining the Problem to Be Modeled / 7.4:
Selecting the Program / 7.5:
Introduction to MODFLOW / 7.6:
Verification / 7.7:
Calibration / 7.8:
Prediction and Parametric Analyses / 7.9:
Some Practical Modeling Problems / 7.10:
2-D Model: Well System in a Water Table Aquifer / 7.11:
Calibrating the Model / 7.12:
3-D Model: Partial Penetration / 7.13:
3-D Model: Vertical Flow / 7.14:
3-D Model: Transient Analysis of a Progressive Trench Excavation / 7.15:
Piezometers for Groundwater Measurement and Monitoring / 8:
Subsurface Conditions / 8.1:
Ordinary Piezometers and True Piezometers / 8.2:
Piezometer Construction / 8.3:
Verification of Piezometer Performance / 8.4:
Obtaining Data from Piezometers / 8.5:
Pore Pressure Piezometers in Fine-grained Soils / 8.6:
Direct Push Technologies for Piezometer Installation / 8.7:
Pumping Tests / 9:
When a Pumping Test Is Advisable / 9.1:
Planning the Pumping Test / 9.2:
Design of the Pumping Well / 9.3:
Piezometer Array / 9.4:
Duration of Drawdown and Recovery / 9.5:
Pumping Rate / 9.6:
Monitoring the Pumping Test / 9.7:
Analysis of Pumping Test Data / 9.8:
Tidal Corrections / 9.9:
Well Loss / 9.10:
Step Drawdown Tests / 9.11:
Testing of Low-yield Wells / 9.12:
Delayed Storage Release: Boulton Analysis / 9.13:
Surface Hydrology / 10:
Lakes and Reservoirs / 10.1:
Bays and Ocean Beaches / 10.2:
Precipitation / 10.3:
Disposal of Dewatering Discharge / 10.5:
Water from Existing Structures / 10.6:
Geotechnical Investigation for Dewatering / 11:
Investigation Approach and Objectives / 11.1:
Preliminary Studies and Investigations / 11.2:
Borings / 11.3:
In Situ Test Methods / 11.4:
Piezometers and Observation Wells / 11.5:
Borehole Seepage Tests for Evaluation of Hydraulic Conductivity / 11.6:
Laboratory Analysis of Samples / 11.7:
Chemical Testing of Groundwater / 11.8:
Geophysical Methods / 11.9:
Permanent Effect of Structures on the Groundwater Body / 11.10:
Investigation of the Potential Side Effects of Dewatering / 11.12:
Presentation in the Bidding Documents / 11.13:
Pump Theory / 12:
Types of Pumps Used in Dewatering / 12.1:
Total Dynamic Head / 12.2:
Pump Performance Curves / 12.3:
Vacuum Pumps / 12.4:
Air Lift Pumping / 12.5:
Testing of Pumps / 12.6:
Groundwater Chemistry, Bacteriology, and Fouling of Dewatering Systems / 13:
Types of Corrosion / 13.1:
Corrosive Groundwater Conditions / 13.2:
Dewatering in Corrosive Groundwater Conditions / 13.3:
Incrustation / 13.4:
Mineral Incrustation / 13.5:
Biological Incrustation / 13.6:
Dewatering Systems and Incrustation / 13.7:
Field Evaluation of Well Fouling / 13.8:
Rehabilitation and Maintenance / 13.9:
Analysis of Groundwater / 13.10:
Contaminated Groundwater / 14:
Contaminants Frequently Encountered / 14.1:
Design Options at a Contaminated Site / 14.2:
Estimating Water Quantity to Be Treated / 14.3:
Other Considerations in Treatment Design / 14.4:
Elements of Groundwater Treatment / 14.5:
Recovery of Contaminated Water with Dewatering Techniques / 14.6:
Dynamic Barriers / 14.7:
Wellpoint Systems and Multiphase Contaminants / 14.8:
Reinjection / 14.9:
Health and Safety / 14.10:
Regulating Authorities / 14.11:
Piping Systems / 15:
Dewatering Pipe and Fittings / 15.1:
Losses in Discharge Piping / 15.2:
Losses in Wellpoint Header Lines / 15.3:
Losses in Ejector Headers / 15.4:
Water Hammer / 15.5:
Practice / Part 2:
Choosing a Method of Groundwater Control / 16:
To Pump or Not to Pump / 16.1:
Open Pumping Versus Predrainage / 16.2:
Methods of Predrainage / 16.3:
Methods of Cutoff and Exclusion / 16.4:
Methods in Combination / 16.5:
Sumps, Drains, and Open Pumping / 17:
Soil and Water Conditions / 17.1:
Boils and Blows / 17.2:
Construction of Sumps / 17.3:
Ditches and Drains / 17.4:
Gravel Bedding / 17.5:
Slope Stabilization with Sandbags, Gravel, and Geotextiles / 17.6:
Use of Geotextiles / 17.7:
Soldier Piles and Lagging: Standup Time / 17.8:
Longterm Effect of Buried Drains / 17.9:
Leaking Utilities / 17.10:
Battered Wellpoints / 17.11:
Horizontal Wellpoints / 17.12:
Deep Well Systems / 18:
Testing During Well Construction / 18.1:
Well Installation and Construction Methods / 18.2:
Wellscreen and Casing / 18.3:
Filter Packs / 18.4:
Development of Wells / 18.5:
Well Construction Details / 18.6:
Pressure Relief Wells, Vacuum Wells / 18.7:
Wells That Pump Sand / 18.8:
Systems of Low-capacity Wells / 18.9:
Wellpoint Systems / 19:
Suction Lifts / 19.1:
Single and Multistage Systems / 19.2:
Wellpoint Design / 19.3:
Wellpoint Spacing / 19.4:
Wellpoint Depth / 19.5:
Installation of Wellpoints / 19.6:
Filter Sands / 19.7:
Wellpoint Pumps, Header, and Discharge Piping / 19.8:
Tuning Wellpoint Systems / 19.9:
Air/Water Separation / 19.10:
Automatic Mops / 19.11:
Vertical Wellpoint Pumps / 19.12:
Wellpoints for Stabilization of Fine-grained Soils / 19.13:
Wellpoint Systems for Trench Work / 19.14:
Ejector Systems and Other Methods / 20:
Two-pipe and Single-pipe Ejectors / 20.1:
Ejector Pumping Stations / 20.2:
Ejector Efficiency / 20.3:
Design of Nozzles and Venturis / 20.4:
Ejector Risers and Swings / 20.5:
Ejector Headers / 20.6:
Ejector Installation / 20.7:
Ejectors and Groundwater Quality / 20.8:
Ejectors and Soil Stabilization / 20.9:
Drilled Horizontal Wells / 20.10:
Trencher Drains / 20.11:
Groundwater Cutoff Structures / 21:
Cutoff Terminology and Efficiency / 21.1:
Steel Sheet Piling / 21.2:
Slurry Trenches / 21.3:
Slurry Diaphragm Walls / 21.4:
Secant Piles / 21.5:
Deep Soil Mixing / 21.6:
Tremie Seals / 21.7:
Grouting Methods / 22:
Permeation Grouting / 22.1:
Jet Grouting / 22.2:
Rock Curtain Grouting / 22.3:
Grouting of Structures and Flowpaths / 22.4:
Dewatering and Groundwater Control for Soft Ground Tunneling / 23:
Soft Ground Tunneling Methods with Conventional Dewatering / 23.1:
Ground Behavior / 23.2:
Mixed-face Ground Conditions / 23.3:
Dewatering Design for Tunnels / 23.4:
Methods of Tunnel Predrainage / 23.5:
Tunneling Techniques with Built-in Groundwater Control / 23.6:
Compressed Air Tunneling / 23.7:
Dewatering of Access Shafts, Penetrations, and Starter Tunnels / 23.8:
Ground Freezing / 24:
General Principles / 24.1:
Freezing Applications / 24.2:
Freezing Methods and Equipment / 24.3:
Ground Freezing and Soils / 24.4:
Design / 24.5:
Effect of Groundwater Movement / 24.6:
Ground Movement Potential as a Result of Artificial Freezing / 24.7:
Artificial Recharge / 25:
Recharge Applications / 25.1:
Design Objectives / 25.2:
Potential Problems with Recharge Water and Plugging of Wells / 25.3:
Sources of Recharge Water / 25.4:
Treatment of Recharge Water / 25.5:
Construction of Recharge Systems / 25.6:
Operation and Maintenance of Recharge Systems / 25.7:
Permits for Recharge Operations / 25.8:
Electrical Design for Dewatering Systems / 26:
Electrical Motors / 26.1:
Motor Controls / 26.2:
Power Factor / 26.3:
Electric Generators / 26.4:
Switchgear and Distribution Systems / 26.5:
Grounding of Electrical Circuits / 26.6:
Cost of Electrical Energy / 26.7:
Long-term Dewatering Systems / 27:
Types of Long-term Systems / 27.1:
Access for Maintenance / 27.2:
Instrumentation and Controls / 27.3:
Dewatering Costs / 28:
Format of the Estimate / 28.1:
Basic Cost Data / 28.2:
Mobilization / 28.3:
Installation and Removal / 28.4:
Operation and Maintenance / 28.5:
Summary / 28.6:
Specialty Dewatering Subcontractor Quotations / 28.7:
Dewatering Specifications, Allocation of Risk, Dispute Avoidance, and Resolution of Disputes / 29:
Performance Specifications / 29.1:
Owner-designed Dewatering Systems / 29.2:
Specified Minimum Systems / 29.3:
Dewatering Submittals / 29.4:
Third-party Damage Caused by Dewatering / 29.5:
Differing Site Conditions / 29.6:
Disputes Review Board / 29.7:
Index / Appendix A:
The Geology Of Soils
Man-Made Ground
Porosity, Void Ratio and Water Content
Drainage of Silts and Clays: Pore Pressure Control
Hydrology of The Ideal Aquifer
Storage Coefficient Cs and Specific Yield
The Unconfined or Water Table Aquifer
Recharge Boundaries: Radius of Influence R0
The System as a Well: Equivalent Radius rs
Radius of Influence Ro
Cumulative Drawdowns or Superposition
Capacity of the Well Qw
Groundwater Modeling using Numerical Methods
The Conceptual Model: Defining the Problem to be Modeled
3-D Model: Feasibility of Tunneling in a Stratified Aquifer with Proximate Recharge.Monitoring / 7.16:
Subsurface Information
When a Pumping test Is Advisable
Planni
Preface to the Third Edition
About the Authors
Acknowledgements
4.

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EB
Alan Williams
出版情報: Elsevier ScienceDirect Books Complete , Butterworth-Heinemann, 2009
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目次情報: 続きを見る
Analysis of Determinate Structures / Part 1:
Principles of Statics / 1:
Statically Determinate Pin-Jointed Frames Notation / 2:
Elements in Flexure / 3:
Elastic Deformations / 4:
Influence Lines / 5:
Space Frames Answers to Supplementary Problems / 6:
Subject / Chapter 1:
Index
Analysis of Indeterminate Structures / Part 2:
Statical Indeterminacy
Virtual Work Methods
Indeterminate Pin-Jointed Frames
Conjugate Beam Methods
Influence Lines Notation
Elastic Center and Column Analogy Methods Notation
Moment Distribution Methods / 7:
Model Analysis / 8:
Plastic Analysis and Design Notation / 9:
Matrix and Computer Methods / 10:
Elastic Instability / 11:
Elastic-Plastic Analysis Answers to Supplementary Problems / 12:
Analysis of Determinate Structures / Part 1:
Principles of Statics / 1:
Statically Determinate Pin-Jointed Frames Notation / 2:
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