Design of Pile Raft Index

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    1 General principles and practices 11.1 Function of piles 11.2 Historical 11.3 Calculations of load-carrying capacity 21.4 Dynamic piling formulae 41.5 Code of practice requirements 51.6 Responsibilities of engineer and contractor 71.7 References 92 Types of pile 102.1 Classification of piles 102.2 Driven displacement piles 142.3 Driven and cast-in-place displacement piles 502.4 Replacement piles 582.5 Composite piles 652.6 Minipiles and micropiles 662.7 Factors governing choice of type of pile 662.8 Reuse of existing piled foundations 692.9 References 693 Piling equipment and methods 713.1 Equipment for driven piles 723.2 Equipment for installing driven and cast-in-place piles 1043.3 Equipment for installing bored and cast-in-place piles 1063.4 Procedure in pile installation 1243.5 Constructing piles in groups 137

    3.6 References 1374 Calculating the resistance of piles to compressive loads 1394.1 General considerations 1394.2 Calculations for piles in fine-grained soils 1514.3 Piles in coarse-grained soils 1654.4 Piles in soils intermediate between sands and clays 1884.5 Piles in layered fine- and coarse-grained soils 1894.6 The settlement of the single pile at the working loadfor piles in soil 1924.7 Piles bearing on rock 1964.8 Piles in fill negative skin friction 2124.9 References 2204.10 Worked examples 223

    5 Pile groups under compressive loading 2405.1 Group action in piled foundations 2405.2 Pile groups in fine-grained soils 2435.3 Pile groups in coarse-grained soils 2635.4 Eurocode 7 recommendations for pile groups 2725.5 Pile groups terminating in rock 2725.6 Pile groups in filled ground 2765.7 Effects on pile groups of installation methods 2785.8 Precautions against heave effects in pile groups 2815.9 Pile groups beneath basements 2825.10 The optimization of pile groups to reducedifferential settlements in clay 2875.11 References 288

    5.12 Worked examples 2906 The design of piled foundations to resistuplift and lateral loading 3056.1 The occurrence of uplift and lateral loading 3056.2 Uplift resistance of piles 3086.3 Single vertical piles subjected to lateral loads 3276.4 Lateral loads on raking piles 3526.5 Lateral loads on groups of piles 3536.6 References 3566.7 Worked examples 357

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    7 Some aspects of the structural design ofpiles and pile groups 3757.1 General design requirements 3757.2 Designing reinforced concrete piles for lifting after fabrication 376vi Contents7.3 Designing piles to resist driving stresses 3797.4 The effects on bending of piles below ground level 3837.5 The design of axially loaded piles as columns 3837.6 Lengthening piles 3857.7 Bonding piles with caps and ground beams 3867.8 The design of pile caps 3887.9 The design of pile capping beams and connecting ground beams 3937.10 References 3968 Piling for marine structures 3988.1 Berthing structures and jetties 3988.2 Fixed offshore platforms 4168.3 Pile installations for marine structures 4188.4 References 4248.5 Worked examples 4259 Miscellaneous piling problems 4349.1 Piling for machinery foundations 4349.2 Piling for underpinning 4379.3 Piling in mining subsidence areas 4459.4 Piling in frozen ground 449

    9.5 Piled foundations for bridges on land 4539.6 Piled foundations for over-water bridges 4639.7 Piled foundations in karst 4729.8 Energy piles 4749.9 References 4759.10 Worked example 47710 The durability of piled foundations 47810.1 General 47810.2 Durability and protection of timber piles 47910.3 Durability and protection of concrete piles 48610.4 Durability and protection of steel piles 49210.5 References 49711 Ground investigations, piling contracts, pile testing 498

    11.1 Ground investigations 49811.2 Piling contracts and specifications 50811.3 Control of pile installation 51411.4 Load testing of piles 52011.5 Tests for the structural integrity of piles 53511.6 References 537Contents viiAppendix: properties of materials 539A.1 Coarse-grained soils 539A.2 Fine-grained and organic soils 539A.3 Rocks and other materials 540A.4 Engineering classification of chalk 540Name index 543

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