Pile design and construction practice
- 作者: Tomlinson, M. J.
- 出版: London ;New York : E & FN Spon 1994.
- 版本: 4th ed.
- 稽核項: 1 online resource (xii, 411 pages) :illustrations.
- 標題: TECHNOLOGY & ENGINEERING , TECHNOLOGY & ENGINEERING Structural. , Electronic books. , Foundations , Structural. , Piling (Civil engineering)
- ISBN: 0203474570 , 9780203474570
- ISBN: 0419184503
- 試查全文@TNUA:
- 附註: Includes bibliographical references and indexes. Cover Other Titles from E & FN Spon PILE DESIGN and CONSTRUCTION PRACTICE Contents Preface to fourth edition Preface to first edition CHAPTER 1 General principles and practices 1.1 Function of piles 1.2 Historical 1.3 Calculations of load-carrying capacity 1.4 Dynamic piling formulae 1.5 Code of practice requirements 1.6 Responsibilities of engineer and contractor 1.7 References CHAPTER 2 Types of pile 2.1 Classification of piles 2.2 Driven displacement piles 2.3 Driven-and-cast-in-place displacement piles 2.4 Replacement piles 2.5 Composite piles 2.6 Minipiles and micropiles 2.7 Factors governing choice of type of pile 2.8 References CHAPTER 3 Piling equipment and methods 3.1 Equipment for driven piles 3.2 Equipment for installing driven-and-cast-in-place piles 3.3 Equipment for installing bored-and-cast-in-place piles 3.4 Procedure in pile installation 3.5 Constructing piles in groups 3.6 References CHAPTER 4 Calculating the resistance of piles to compressive loads 4.1 General considerations 4.2 Piles in cohesive soils 4.3 Piles in cohesionless soil 4.4 Piles in soils intermediate between sands and clays 4.5 Piles in layered cohesive and cohesionless soils 4.6 The settlement of the single pile at the working load for piles in soil 4.7 Piles bearing on rock 4.8 Piles in fillnegative skin friction 4.9 References 4.10 Worked examples CHAPTER 5 Pile groups under compressive loading 5.1 Group action in piled foundations 5.2 Pile groups in cohesive soils 5.3 Pile groups in cohesionless soils 5.4 Deep pile groups in cohesive and cohesionless soils 5.5 Pile groups terminating in rock 5.6 Pile groups in filled ground 5.7 Effects on pile groups of installation methods 5.8 Precautions against heave effects in pile groups 5.9 Pile groups beneath basements 5.10 The optimization of pile groups to reduce differential settlements in clay 5.11 References 5.12 Worked examples CHAPTER 6 The design of piled foundations to resist uplift and lateral loading 6.1 The occurrence of upl
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