Pile Design and Construction Practice, Fourth EditionThe fourth edition of this well-known book is fully revised and up-dated. It deals comprehensively with every aspect of design and construction of all types of piled foundation. A key feature of this book is the large number of worked examples, many of which are based on actual problems encountered in practice. |
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Contents
62 Uplift resistance of piles | 210 |
63 Single vertical piles subjected to lateral loads | 221 |
64 Lateral loads on raking piles | 253 |
66 References | 257 |
67 Worked examples | 258 |
The structural design of piles and pile groups | 272 |
73 Designing piles to resisting driving stresses | 275 |
74 The effects on bending of piles below ground level | 277 |
| 35 | |
| 42 | |
| 47 | |
| 48 | |
| 50 | |
| 51 | |
| 76 | |
| 79 | |
| 87 | |
| 97 | |
| 99 | |
42 Piles in cohesive soils | 103 |
43 Piles in cohesionless soil | 114 |
44 Piles in soils intermediate between sands and clays | 129 |
45 Piles in layered cohesive and cohesionless soils | 131 |
46 The settlement of the single pile at the working load for piles in soil | 133 |
47 Piles bearing on rock | 138 |
48 Piles in fillnegative skin friction | 148 |
49 References | 153 |
410 Worked examples | 154 |
Pile groups under compressive loading | 166 |
52 Pile groups in cohesive soils | 168 |
53 Pile groups in cohesionless soils | 179 |
54 Deep pile groups in cohesive and cohesionless soils | 185 |
55 Pile groups terminating in rock | 186 |
56 Pile groups in filled ground | 189 |
57 Effects on pile groups of installation methods | 190 |
58 Precautions against heave effects in pile groups | 193 |
510 The optimization of pile groups to reduce differential settlements in clay | 196 |
511 References | 198 |
512 Worked examples | 199 |
The design of piled foundations to resist uplift and lateral loading | 208 |
75 The design of axiallyloaded piles as columns | 278 |
77 Bonding piles with caps and ground beams | 280 |
78 The design of pile caps | 281 |
79 The design of pile capping beams and connecting ground beams | 284 |
710 References | 289 |
Piling for marine structures | 299 |
82 Fixed offshore platforms | 313 |
83 Pile installations for marine structures | 315 |
84 References | 319 |
Miscellaneous piling problems | 330 |
92 Piling for underpinning | 332 |
93 Piling in mining subsidence areas | 339 |
94 Piling in frozen ground | 342 |
95 Piled foundations for bridges on land | 344 |
96 Piled foundations for overwater bridges | 349 |
97 References | 355 |
The durability of piled foundations | 357 |
103 Durability and protection of concrete piles | 365 |
104 Durability and protection of steel piles | 369 |
105 References | 372 |
Site investigations piling contracts pile testing | 373 |
112 Piling contracts and specifications | 380 |
113 Control of pile installation | 383 |
114 Load testing of piles | 386 |
115 Tests for the structural integrity of piles | 399 |
116 References | 400 |
Properties of materials | 402 |
3 Rocks and other materials | 403 |
Name index | 405 |
Subject index | 408 |
Other editions - View all
Pile Design and Construction Practice, Sixth Edition Michael Tomlinson,John Woodward Limited preview - 2014 |
Pile Design and Construction Practice, Sixth Edition Michael Tomlinson,John Woodward Limited preview - 2014 |
Pile Design and Construction Practice, Fifth Edition Michael Tomlinson,John Woodward Limited preview - 2007 |
Common terms and phrases
anchor auger base resistance bearing capacity bending moments bentonite berthing bored piles borehole calculated cement coefficient cohesionless soils compressive loads cone penetration tests cone resistance corrosion deflection dense diameter drilling driven piles driven-and-cast-in-place piles effects elastic elastic modulus end-bearing resistance equation equivalent raft Eurocode forces granular soils ground surface grout hammer heave hole horizontal load increase installation lateral loads layer length lifted loading tests London clay marine structures maximum method mudstone negative skin friction obtained overburden pressure p-y curves permafrost pile base pile cap pile group pile head pile shaft pile toe piled foundations piles driven plate plug precast concrete piles pressure reinforcement rock safety factor sand sea bed settlement shearing strength shown in Figure soft clay soil mechanics standard penetration test steel piles steel tubular piles stiff clay stratum stress timber piles types of pile ultimate resistance values vertical piles width
Popular passages
Page 257 - The strength of grouted pile-sleeve connections for offshore structures; static tests relating to sleeve buckling...
Page 278 - Restrained at one end in position and direction and at the other end partially restrained in direction but not in position...
Page 258 - Davisson, MT, and Robinson, KE, "Bending and Buckling of Partially Embedded Piles," Proceedings, Sixth International Conference on Soil Mechanics and Foundation Engineering, Toronto, Canada, Vol.
Page 153 - Rigden, WJ, Pettit, JJ, St John, HD and Poskitt, TJ Developments in piling for offshore structures.
Page 153 - Limiting Tip and Side Resistance: Fact or Fallacy?." Symposium on Analysis and Design of Pile Foundations, ASCE, San Francisco, California, pp. 80-98. Mansur, CI, Robert, I. and Kaufman, JM (1958). "Piles Tests, Low - Sill Structure, Old River, Louisiana.
References to this book
Bibliographic information
| Title | Pile Design and Construction Practice, Fourth Edition |
| Authors | Michael Tomlinson, John Woodward |
| Edition | 4, revised |
| Publisher | CRC Press, 1993 |
| ISBN | 0203474570, 9780203474570 |
| Length | 432 pages |
| Subjects | › › Architecture / Methods & Materials Technology & Engineering / Civil / General |
| Export Citation | BiBTeX EndNote RefMan |