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[国外文献]FOUNDATION ENGINEERING:principles and practices [复制链接]

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离线wangjianping

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只看该作者 12楼 发表于: 2009-05-13
chapers 22-25 files
附件: Coduto22-25.part1.rar (1954 K) 下载次数:90
附件: Coduto-Appendices.part2.rar (557 K) 下载次数:78
离线wangjianping

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只看该作者 13楼 发表于: 2009-05-13
and last files
附件: Coduto22-25.part2.rar (1596 K) 下载次数:91
附件: Coduto-Appendices.part1.rar (977 K) 下载次数:84
离线zongqigao1

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只看该作者 14楼 发表于: 2009-05-29
3Q···   
离线gcoast

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只看该作者 15楼 发表于: 2009-05-29
good book. cheers
离线sjzdh01

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只看该作者 16楼 发表于: 2009-05-30
不是很清楚?   
离线w3w3w3

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只看该作者 17楼 发表于: 2009-07-12
很好啊,谢谢楼主!
你别无选择,只有坚持!
离线w3w3w3

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只看该作者 18楼 发表于: 2009-07-12
稍微有遗憾的是这个是扫描图版。
你别无选择,只有坚持!
离线5w1h

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只看该作者 19楼 发表于: 2009-07-29
感谢楼主分享宝贵资料
可惜囊中羞涩,只能献花3束,聊表感谢
离线2008m7668

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只看该作者 20楼 发表于: 2009-07-30
书目Contents

Preface
Notation and Units of Measurement

PART A – GENERAL PRINCIPLES
1. Foundations in Civil Engineering
1.1 The Emergence of Modern Foundation Engineering
1.2 The Foundation Engineer
1.3 Uncertainties
1.4 Building Codes
1.5 Classification of Foundations
2. Performance Requirements
2.1 Design Loads
2.2 Strength Requirements
2.3 Serviceability Requirements
2.4 Constructibility Requirements
2.5 Economic Requirements
3. Soil Mechanics
3.1 Soil Composition
3.2 Soil Classification
3.3 Groundwater
3.4 Stress
3.5 Compressibility and Settlement
3.6 Strength
4. Site Exploration and Characterization
4.1 Site Exploration
4.2 Laboratory Testing
4.3 In-Situ Testing
4.4 Synthesis of Field and Laboratory Data
4.5 Economics

PART B – SHALLOW FOUNDATION ANALYSIS AND DESIGN
5. Shallow Foundations
5.1 Spread Footings
5.2 Mats
5.3 Bearing Pressure
6. Shallow Foundations—Bearing Capacity
6.1 Bearing Capacity Failures
6.2 Bearing Capacity Analyses in Soil—General Shear Case
6.3 Groundwater Effects
6.4 Allowable Bearing Capacity
6.5 Selection of Soil Strength Parameters
6.6 Bearing Capacity Analyses—Local and Punching Shear Cases
6.7 Bearing Capacity on Layered Soils
6.8 Accuracy of Bearing Capacity Analyses
6.9 Bearing Spreadsheet
7. Shallow Foundations—Settlement
7.1 Design Requirements
7.2 Overview of Settlement Analysis Methods
7.3 Induced Stresses Beneath Shallow Foundations
7.4 Settlement Analyses Based on Laboratory Tests
7.5 Settlement Spreadsheet
7.6 Settlement Analyses Based on In-Situ Tests
7.7 Schmertmann Spreadsheet
7.8 Settlement of Foundations of Stratified Soils
7.9 Differential Settlement
7.10 Rate of Settlement
7.11 Accuracy of Settlement Predictions
8. Spread Footings—Geotechnical Design
8.1 Design for Concentric Downward Loads
8.2 Design for Eccentric or Moment Loads
8.3 Design for Shear Loads
8.4 Design for Wind or Seismic Loads
8.5 Lightly-Loaded Footings
8.6 Footings On or Near Slopes
8.7 Footings on Frozen Soils
8.8 Footings on Soils Prone to Scour
8.9 Footings on Rock
9. Spread Footings—Structural Design
9.1 Selection of Materials
9.2 Basis for Design Methods
9.3 Design Loads
9.4 Minimum Cover Requirements and Standard Dimensions
9.5 Square Footings
9.6 Continuous Footings
9.7 Rectangular Footings
9.8 Combined Footings
9.9 Lightly-Loaded Footings
9.10 Connections with the Superstructure
10. Mats
10.1 Rigid Methods
10.2 Nonrigid Methods
10.3 Determining the Coefficient of Subgrade Reaction
10.4 Structural Design
10.5 Settlement
10.6 Bearing Capacity

PART C – DEEP FOUNDATION ANALYSIS AND DESIGN
11. Deep Foundations
11.1 Types of Deep Foundations and Definitions
11.2 Load Transfer
11.3 Piles
11.4 Drilled Shafts
11.5 Caissons
11.6 Mandrel-Driven Thin-Shells Filled with Concrete
11.7 Auger-Cast Piles
11.8 Pressure-Injected Footings
11.9 Pile-Supported and Pile-Enhanced Mats
11.10 Anchors
12. Deep Foundations—Structural Integrity
12.1 Design Philosophy
12.2 Loads and Stresses
12.3 Piles
12.4 Drilled Shafts
12.5 Caps
12.6 Grade Beams
13. Deep Foundations—Axial Load Capacity Based on Static Load Tests
13.1 Load Transfer
13.2 Conventional Load Tests
13.3 Interpretation of Test Results
13.4 Mobilization of Soil Resistance
13.5 Instrumented Load Tests
13.6 Osterberg Load Tests
13.7 When and Where to Use Full-Scale Load Tests
14. Deep Foundations—Axial Load Capacity Based on Analytic Methods
14.1 Changes in Soil During Construction
14.2 Toe Bearing
14.3 Side Friction
14.4 Upward Load Capacity
14.5 Analyses Based on CPT Results
14.6 Group Effects
14.7 Settlement
15. Deep Foundations—Axial Load Capacity Based on Dynamic Methods
15.1 Pile-Driving Formulas
15.2 Wave Equation Analyses
15.3 High-Strain Dynamic Testing
15.4 Low-Strain Dynamic Testing
15.5 Conclusions
16. Deep Foundations—Lateral Load Capacity
16.1 Batter Piles
16.2 Response to Lateral Loads
16.3 Methods of Evaluating Lateral Load Capacity
16.4 p-y Method
16.5 Evans and Duncan’s Method
16.6 Group Effects
16.7 Improving Lateral Capacity
17. Deep Foundations—Design
17.1 Design Service Loads and Allowable Definitions
17.2 Subsurface Characterization
17.3 Foundation Type
17.4 Lateral Load Capacity
17.5 Axial Load Capacity
17.6 Driveability
17.7 Structural Design
17.8 Special Design Considerations
17.9 Verification and Redesign During Construction
17.10 Integrity Testing

PART D – SPECIAL TOPICS
18. Foundations on Weak and Compressible Soils
18.1 Deep Foundations
18.2 Shallow Foundations
18.3 Floating Foundations
18.4 Soil Improvement
19. Foundations on Expansive Soils
19.1 The Nature, Origin, and Occurrence of Expansive Soils
19.2 Identifying, Testing, and Evaluating Expansive Soils
19.3 Estimating Potential Heave
19.4 Typical Structural Distress Patterns
19.5 Preventive Design and Construction Measures
19.6 Other Sources of Heave
20. Foundations on Collapsible Soils
20.1 Origin and Occurrence of Collapsible Soils
20.2 Identification, Sampling, and Testing
20.3 Wetting Processes
20.4 Settlement Computations
20.5 Collapse in Deep Compacted Fills
20.6 Preventive and Remedial Measures
21. Reliability-Based Design
21.1 Methods
21.2 LRFD for Structural Strength Requirements
21.3 LRFD for Geotechnical Strength Requirements
21.4 Serviceability Requirements
21.5 The Role of Engineering Judgement
21.6 Transition of LRFD

PART E – EARTH-RETAINING STRUCTURE ANALYSIS AND DESIGN
22. Earth-Retaining Structures
22.1 Externally Stabilized Systems
22.2 Internally Stabilized Systems
23. Lateral Earth Pressures
23.1 Horizontal Stresses in Soil
23.2 Classical Lateral Earth Pressure Theories
23.3 Lateral Earth Pressures in Soils
23.4 Terzaghi and Peck’s Method
23.5 Equivalent Fluid Method
23.6 Presumptive Lateral Earth Pressures
23.7 Lateral Earth Pressures From Surcharge Loads
23.8 Groundwater Effects
23.9 Practical Application
24. Cantilever Retaining Walls
24.1 External Stability
24.2 Internal Stability (Structural Design)
24.3 Drainage and Waterproofing
24.4 Avoidance of Frost Heave Problems
25. Sheet Pile Walls
25.1 Materials
25.2 Construction Methods and Equipment
25.3 Cantilever Sheet Pile Walls
25.4 Braced or Anchored Sheet Pile Walls

Appendix A—Unit Conversion Factors
Appendix B—Computer Software
References
Index
离线geojg

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只看该作者 21楼 发表于: 2009-08-11
谢谢分享...........................
离线lilytyy

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只看该作者 22楼 发表于: 2009-08-29
难得的珍贵资料,感谢分享
离线yileping

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只看该作者 23楼 发表于: 2009-09-01
thanks a lot
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