Pile Design and Construction Rules of Thumb (eBook)
464 Seiten
Elsevier Science (Verlag)
978-0-08-055916-2 (ISBN)
* Handy guide for engineers perparing the professional engineer (PE) exam.
* Nomrous design examples for sandy soils, clayey soils, seismic loadings
* Methodologies and case studies for different pile types
All objects and structures transfer their load either directly or indirectly to the earth. The capacity of the earth to support such loads depends on the strength and stability of the supporting soil or rock materials. Pile foundations are the part of a structure used to carry and transfer the load of the structure to the bearing ground located at some depth below ground surface. There are many texts on pile foundations. Generally, these books are complicated and difficult to understand. Easy to use and understand, this book covers virtually every subject concerning pile design, featuring techniques that do not appear in other books on the subject. The book contains design methods with real life examples on pin piles, bater piles, concrete piles, steel piles, timber piles, auger cast piles, underpinning design, seismic pile design, negative skin friction and design of Bitumen coated piles for negative skin friction and many other subjects. The book is packed with design examples, case studies and after construction scenarios are presented for the reader's benefits. This book enables the reader to come away with a complete and comprehensive understanding of the issues related to the design, installation and construction of piles. - Handy guide for engineers perparing for professional engineer (PE) exam- Numerous design examples for sandy soils, clay soils, and seismic loadings- Methodologies and case studies for different pile types
Cover 1
Table of Contents 6
Preface 10
PART 1: Introduction to Pile Selection 12
Chapter 1 Site Investigation and Soil Conditions 14
1.1 Literature Survey 14
1.2 Site Visit 16
1.3 Subsurface Investigation 17
1.4 Soil Types 18
1.5 Design Parameters 19
1.6 Selection of Foundation Type 21
Chapter 2 Pile Types 26
2.1 Timber Piles 27
2.2 Steel H-Piles 32
2.3 Pipe Piles 33
2.4 Precast Concrete Piles 36
2.5 Casing Removal Type 39
2.6 Precast Piles with Grouted Base 41
2.7 Mandrel-Driven Piles 42
2.8 Composite Piles 43
2.9 Fiber-Reinforced Plastic Piles (FRP Piles) 45
Chapter 3 Selection of Pile Type 48
CASE 1 48
CASE 2 49
CASE 3 50
PART 2: Design of Pile Foundations 52
Chapter 4 Pile Design in Sandy Soils 54
4.1 Equations for End Bearing Capacity in Sandy Soils 57
4.2 Equations for Skin Friction in Sandy Soils 60
4.3 Pile Design Using the Meyerhof Equation (Correlation with SPT (N) 73
4.4 Modified Meyerhof Equation 74
4.5 Parameters that Affect the End Bearing Capacity 77
4.6 Critical Depth for Skin Friction (Sandy Soils) 78
4.7 Critical Depth for End Bearing Capacity (Sandy Soils) 80
Chapter 5 Pile Design in Clay Soils 86
5.1 Shear Strength (Clays) 88
5.2 Cohesion in Clay Soils 89
5.3 End Bearing Capacity in Clay Soils (Different Methods) 92
5.4 Skin Friction in Clay Soils (Different Methods) 93
5.5 Bored Piles in Clay Soils 97
5.6 Case Study: Foundation Design Options 102
5.7 Maximum Allowable Pile Loads 108
Chapter 6 Pile Design: Special Situations 110
6.1 Timber Pile Design 110
6.2 Case Study—Bridge Pile Design (Timber Piles) 118
6.3 Auger Cast Pile Design (Empirical Method) 120
6.4 Capacity of Grouted Base Piles 122
6.5 Case Study: Comparison between Bored Piles and Driven Piles 123
6.6 Case Study: Friction Piles 125
6.7 Open-End Pipe Pile Design—Semi-empirical Approach 129
6.8 Design of Pin Piles—Semi-empirical Approach 132
6.9 Recommended Guidelines for Pile Design 137
6.10 ASTM Standards for Pile Design 140
6.11 Case Study: Prestressed Concrete Piles 142
6.12 Driving Stresses 144
6.13 Maximum Allowable Driving Stresses 146
6.14 Uplift Forces 146
6.15 Load Distribution—Skin Friction and End Bearing 148
Chapter 7 Design of Caissons 152
7.1 Design of Caissons 152
7.2 Construction Methodology of Caissons (Dry Method) 153
7.3 Caisson Inspection in Soil 156
7.4 Meyerhof Equation for Caissons 166
7.5 Caisson Design for Uplift Forces 169
7.6 Caisson Design in Sandy Soils 172
7.7 Belled Caisson Design 178
7.8 Settlement of Caissons 184
Chapter 8 Design of Pile Groups 192
8.1 Introduction 192
8.2 Eccentric Loading on a Pile Group 197
8.3 Double Eccentricity 200
8.4 Pile Groups in Clay Soils 203
Chapter 9 Pile Settlement 206
9.1 Pile Settlement Measurement 206
9.2 Stiffness of Single Piles 209
9.3 Settlement of Single Piles (Semi-empirical Approach) 211
9.4 Pile Settlement Comparison (End Bearing vs. Floating) 214
9.5 Critical Depth for Settlement 216
9.6 Pile Group Settlement in Sandy Soils 217
9.7 Long-Term Pile Group Settlement in Clay Soils 218
9.8 Long-Term Pile Group Settlement in Clay Soils—Janbu Method 220
9.9 Pile Group Settlement in Sandy Soils 223
9.10 Pile Group Settlement vs. Single Pile Settlement 226
Pile Group Design (Capacity and Settlement)—Example 227
Chapter 10 Pile Design in Rock 234
10.1 Rock Coring and Logging 234
10.2 Oriented Rock Coring 239
10.3 Oriented Core Data 240
10.4 Rock Mass Classification 241
10.5 Q System 242
10.6 Caisson Design in Rock 248
PART 3: Design Strategies 256
Chapter 11 Lateral Loading Analysis 258
11.1 Winkler Modulus for Piles 258
11.2 Lateral Loading Analysis—Simple Procedure 259
Chapter 12 Load Distribution Inside Piles 262
12.1 Introduction 262
12.2 Computation of the Loading Inside a Pile 267
Chapter 13 Neutral Plane Concept 270
13.1 Introduction 270
Chapter 14 Negative Skin Friction and Bitumen-Coated Pile Design 274
14.1 Introduction 274
14.2 Bitumen-Coated Pile Installation 275
14.3 Bitumen-Coated Pile Design 276
14.4 Case Study: Bitumen-Coated Piles 288
Chapter 15 Pile Design in Expansive Soils 290
Piles in Expansive Soil 290
Identification of Expansive Soils 291
Pile Design Options 292
Pile Caps 292
Chapter 16 Wave Equation Analysis 294
16.1 Introduction 294
16.2 Soil Strength under Rapid Loading 297
16.3 Wave Equation Analysis Software 299
Chapter 17 Batter Piles 304
Negative Skin Friction 305
Force Polygon for Figure 17.1a 306
Force Polygon for Figure 17.1b 306
Design Example 1 306
Design Example 2 311
Center of Gravity of Piles 313
Row 1 314
Chapter 18 Vibratory Hammers „ Design of Piles 318
18.1 Introduction 318
18.2 Vibratory Hammer Properties 319
18.3 Ultimate Pile Capacity 321
Chapter 19 Seismic Analysis of Piles 324
19.1 A Short Course on Seismology 324
19.2 Seismic Pile Design 328
19.3 Design of Piles for Kinematic Loadings 330
19.4 Seismic Pile Design—Inertial Loads 336
19.5 Liquefaction Analysis 338
19.6 General Guidelines for Seismic Pile Design 346
Chapter 20 Pile Design Software 348
20.1 Introduction 348
20.2 Boundary Element Method 350
20.3 Lateral Loading Analysis—Computer Software 350
20.4 Spile 353
Chapter 21 Dynamic Analysis 354
21.1 Engineering News Formula 354
21.2 Danish Formula 356
PART 4: Construction Methods 358
Chapter 22 Pile Hammers 360
22.1 Introduction 360
22.2 Steam-Operated Pile Hammers 361
22.3 Diesel Hammers 362
22.4 Hydraulic Hammers 364
22.5 Vibratory Hammers 367
22.6 Pile-Driving Procedure 370
Chapter 23 Pile Inspection 372
23.1 Pile-Driving Inspector’s Checklist 372
23.2 Review of the Geotechnical Engineering Report 372
23.3 Inspection of Piles Prior to Installation 373
23.4 Inspection of Pile-Driving Equipment (prior to driving and during driving) 373
23.5 Pile-Driving Inspection Report 374
23.6 General Guidelines for Selecting a Pile Hammer 375
23.7 Pile Driving Through Obstructions 376
23.8 Pile Hammer Selection Guide 378
23.9 Pile Heave and Re-Driving 381
23.10 Soil Displacement During Pile Driving 382
23.11 Pile Integrity Testing 383
23.12 Use of Existing Piles 385
23.13 Environmental Issues 386
23.14 Utilities 387
Chapter 24 Water Jetting 392
24.1 Water Jet Types 392
24.2 Ideal Water Pathway 393
24.3 Water Requirement 394
Chapter 25 Cost Estimate for Pile-Driving Projects 398
Chapter 26 Pile Load Tests 400
26.1 Introduction 400
26.2 Pile Load Test Data Form 404
Chapter 27 Underpinning 406
27.1 Introduction 406
27.2 Pier Underpinning 407
27.3 Jack Underpinning 410
27.4 Underpinning with Driven Piles 412
27.5 Mudjacking (Underpinning Concrete Slabs) 413
27.6 Underpinning: Case Study 414
Chapter 28 Offshore Piling 418
28.1 Seabed 418
28.2 Soil Types in Continental Crust 419
28.3 Offshore Structures 420
28.4 Drilled and Grouted Piles 422
Chapter 29 Tie Beams, Grade Beams, and Pile Caps 424
29.1 Pile Caps 425
Chapter 30 Design Drawings and As-Built Drawings 428
30.1 Design Drawing Preparation 428
30.2 As-Built Plans 434
APPENDIX 436
Appendix A Soil Mechanics Relationships 438
A.1 SPT (N) Value and Friction Angle (f) 438
A.2 Young’s Modulus of Clay Soils 439
A.3 Shear Modulus 440
Index 444
Erscheint lt. Verlag | 30.8.2011 |
---|---|
Sprache | englisch |
Themenwelt | Naturwissenschaften ► Geowissenschaften ► Geologie |
Technik ► Bauwesen | |
ISBN-10 | 0-08-055916-6 / 0080559166 |
ISBN-13 | 978-0-08-055916-2 / 9780080559162 |
Haben Sie eine Frage zum Produkt? |
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