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Pile Design and Construction Practice 6th edition [Kietas viršelis]

4.43/5 (10 ratings by Goodreads)
(Consulting Engineer, UK), (Consulting Engineer, UK)
  • Formatas: Hardback, 608 pages, aukštis x plotis: 254x178 mm, weight: 1248 g, 67 Tables, black and white; 327 Illustrations, black and white
  • Išleidimo metai: 08-Oct-2014
  • Leidėjas: CRC Press Inc
  • ISBN-10: 146659263X
  • ISBN-13: 9781466592636
Kitos knygos pagal šią temą:
Pile Design and Construction Practice 6th editionDidesnis paveikslėlis
  • Formatas: Hardback, 608 pages, aukštis x plotis: 254x178 mm, weight: 1248 g, 67 Tables, black and white; 327 Illustrations, black and white
  • Išleidimo metai: 08-Oct-2014
  • Leidėjas: CRC Press Inc
  • ISBN-10: 146659263X
  • ISBN-13: 9781466592636
Kitos knygos pagal šią temą:
Pastovi nuoroda: https://www.kriso.lt/db/9781466592636.html
Raktažodžiai:
"Preface to the sixth edition Two factors are driving the development of modern pile design and construction-the growth in demand for high-rise buildings and the subsequent requirement for ever larger piles, frequently in areas with poor subsoils. New piling techniques and powerful piling rigs have effectively addressed the problems of producing piles to cope with the larger structural loads, and significant improvements have taken place in understanding the behaviour of piles. However, despite the advances in analytical and numerical methods using sophisticated computer software which allow theoretical soil mechanics solutions to be applied to aspects of pile design, much reliance still has to be placed on empirical correlations. The late Michael Tomlinson was an empiricist committed to the scientific method with extensive practical knowledge, and these principles and applications are still the backbone of practical pile design. I have therefore endeavoured to keep to the spirit of MJT's work, retaininga substantial amount of his writings on the technicalities of pile design, particularly the demonstration of the basic principles using his hand calculation methods. However, there are new codified design procedures which have to be addressed. For example, the formal adoption in Europe of the Eurocodes for structural design (and 'load and resistance factor design' more generally elsewhere) has led to new ways of assessing design parameters and safety factors. One of the main objectives in this edition has been to give an overview of the current Eurocode requirements combined with the practicalities of applying the new suite of British Standards which relate to construction materials and installation procedures. "--

"This international piling handbook is essential for geotechnical engineers and engineering geologists responsible for designing and constructing piled foundations. It explains general principles and practice and details current types of pile, piling equipment and methods. It includes calculations of the resistance of piles to compressive loads, pile groups under compressive loading, piled foundations for resisting uplift and lateral loading and the structural design of piles and pile groups. Marine structures, durability of piled foundations, ground investigations, and pile testing are also covered as are miscellaneous problems such as machinery foundations, underpinning, mining subsidence areas, geothermal piles and unexploded ordnance.This edition hasbeen fully up-dated to apply the latest version of Eurocode 7 and the UK National Annex, and refers to other structural Eurocodes for steel, concrete and timber relevant to pile design. New British Standards covering pile construction and material testing are extensively cross-referenced to provide a comprehensive text compatible with the Eurocodes, and aspects of now withdrawn BSI codes are retained where useful to the designer. Changes to the procurement and management of civil engineering contracts applicable to piling projects are summarised. It is well illustrated and includes numerous examples, re-worked to the codes, many based on actual problems"--



Recenzijos

"If you work in the ground engineering sector then this is a must for your bookshelf. ... Now in its sixth edition, this book adheres (excuse the pun) to the guiding principles of the first New material extends to the consideration of new codified design procedures such as Eurocodes, the use and development of larger more powerful pile installation equipment and new methods of analysis based on current innovation and research." Quarterly Journal of Engineering Geology and Hydrogeology, November 2015

"This is the standard of care, the ultimate, practical arbitrator." Donald A Bruce, Geosystems LP

"The book gives a comprehensive overview of the piling techniques in common use, their advantages and disadvantages. This information gives a sound basis for the selection of a given technique. Design of piles to Eurocode 7 is well described and all the general pile installation methods covered." Hilary Skinner, Donaldson Associates Ltd

Preface to the sixth edition xiii
Preface to the first edition xix
1 General principles and practices
1(10)
1.1 Function of piles
1(1)
1.2 History
1(1)
1.3 Calculations of load-carrying capacity
2(2)
1.4 Dynamic piling formulae
4(1)
1.5 Introduction of Eurocodes and other standards
5(3)
1.6 Responsibilities of employer and contractor
8(3)
References
10(1)
2 Types of pile
11(58)
2.1 Classification of piles
11(4)
2.1.1 Large-displacement piles (driven types)
11(1)
2.1.2 Large-displacement piles (driven and cast-in-place types)
12(1)
2.1.3 Small-displacement piles
12(1)
2.1.4 Replacement piles
12(1)
2.1.5 Composite piles
12(1)
2.1.6 Minipiles and micropiles
12(1)
2.1.7 Selection of pile type
12(3)
2.2 Driven displacement piles
15(29)
2.2.1 Timber piles
15(4)
2.2.2 Precast concrete piles
19(8)
2.2.3 Jointed precast concrete piles
27(3)
2.2.4 Steel piles
30(10)
2.2.5 Shoes for steel piles
40(1)
2.2.6 Yield stresses for steel piles
41(3)
2.3 Driven and cast-in-place displacement piles
44(8)
2.3.1 General
44(1)
2.3.2 Withdrawable-tube types
44(3)
2.3.3 Shell types
47(1)
2.3.4 Stresses on driven and cast-in-place piles
48(1)
2.3.5 Rotary displacement auger piles
49(2)
2.3.6 Helical plate screw piles
51(1)
2.3.7 Vibrated concrete columns
51(1)
2.4 Replacement piles
52(6)
2.4.1 General
52(1)
2.4.2 Bored and cast-in-place piles
52(3)
2.4.3 Continuous flight auger piles
55(3)
2.4.4 Drilled-in tubular piles
58(1)
2.5 Composite piles
58(2)
2.6 Minipiles and micropiles
60(3)
2.6.1 Minipiles
60(2)
2.6.2 Micropiles
62(1)
2.7 Pre-packed piles
63(1)
2.8 Factors governing choice of type of pile
63(6)
2.8.1 Driven displacement piles
63(1)
2.8.2 Driven and cast-in-place displacement piles
64(1)
2.8.3 Bored and cast-in-place replacement piles
65(1)
2.8.4 Choice of pile materials
65(1)
References
66(3)
3 Piling equipment and methods
69(62)
3.1 Equipment for driven piles
70(26)
3.1.1 Piling frames
70(2)
3.1.2 Crane-supported leaders
72(4)
3.1.3 Trestle guides
76(1)
3.1.4 Piling hammers
77(8)
3.1.5 Piling vibrators
85(1)
3.1.6 Selection of type of piling hammer
86(3)
3.1.7 Noise and vibration control in pile driving
89(4)
3.1.8 Pile helmets and driving caps
93(1)
3.1.9 Jetting piles
94(2)
3.2 Equipment for installing driven and cast-in-place piles
96(2)
3.3 Equipment for installing bored and cast-in-place piles
98(18)
3.3.1 Power augers
98(7)
3.3.2 Boring with casing oscillators
105(1)
3.3.3 Continuous flight auger drilling rigs
105(1)
3.3.4 Drilling with a kelly
106(1)
3.3.5 Reverse-circulation drilling rigs
107(3)
3.3.6 Large grab rigs
110(1)
3.3.7 Tripod rigs
110(2)
3.3.8 Drilling for piles with bentonite slurry and support fluids
112(1)
3.3.9 Base and shaft grouting of bored and cast-in-place piles
113(3)
3.4 Procedure in pile installation
116(12)
3.4.1 Driving timber piles
117(1)
3.4.2 Driving precast (including prestressed) concrete piles
117(1)
3.4.3 Driving steel piles
117(2)
3.4.4 Driving and concreting steel shell piles
119(1)
3.4.5 Installation of withdrawable-tube types of driven and cast-in-place piles
119(1)
3.4.6 Installation of bored and cast-in-place piles by power auger equipment
120(3)
3.4.7 Installing continuous flight auger piles
123(1)
3.4.8 Concreting pile shafts under water
124(1)
3.4.9 Installation of bored and cast-in-place piles by grabbing, vibratory and reverse-circulation rigs
125(1)
3.4.10 Installation of bored and cast-in-place piles by tripod rigs
125(1)
3.4.11 Installation of raking piles
125(1)
3.4.12 Withdrawal of temporary casings
126(1)
3.4.13 Positional tolerances
127(1)
3.5 Constructing piles in groups
128(3)
References
128(3)
4 Calculating the resistance of piles to compressive loads
131(112)
4.1 General considerations
131(12)
4.1.1 Basic approach to the calculation of pile resistance
131(1)
4.1.2 Behaviour of a pile under load
132(2)
4.1.3 Determining allowable loads on piles using allowable stress methods
134(1)
4.1.4 Determining design loads and resistances in compression using the procedure in Eurocode BS EN 1997-1:2004 Geotechnical design
135(8)
4.2 Calculations for piles in fine-grained soils
143(13)
4.2.1 Driven displacement piles
143(8)
4.2.2 Driven and cast-in-place displacement piles
151(1)
4.2.3 Bored and cast-in-place non-displacement piles
151(4)
4.2.4 Time effects on pile resistance in clays
155(1)
4.3 Piles in coarse-grained soils
156(22)
4.3.1 General
156(7)
4.3.2 Driven piles in coarse-grained soils
163(1)
4.3.3 Piles with open ends driven into coarse-grained soils
164(1)
4.3.4 Driven and cast-in-place piles in coarse-grained soils
165(1)
4.3.5 Bored and cast-in-place piles in coarse-grained soils
165(2)
4.3.6 Use of in situ tests to predict the ultimate resistance of piles in coarse-grained soils
167(4)
4.3.7 Tubular steel piles driven to deep penetration into clays and sands
171(6)
4.3.8 Time effects for piles in coarse-grained soils
177(1)
4.4 Piles in soils intermediate between sands and clays
178(1)
4.5 Piles in layered fine-and coarse-grained soils
179(2)
4.6 Settlement of the single pile at the applied load for piles in soil
181(5)
4.7 Piles bearing on rock
186(16)
4.7.1 Driven piles
186(5)
4.7.2 Driven and cast-in-place piles
191(1)
4.7.3 Bored and cast-in-place piles
192(8)
4.7.4 Settlement of the single pile at the applied load for piles in rocks
200(1)
4.7.5 Eurocode recommendations for piles in rock
201(1)
4.8 Piles in fill: negative skin friction
202(7)
4.8.1 Estimating negative skin friction
202(5)
4.8.2 Partial factors for negative skin friction
207(1)
4.8.3 Minimising negative skin friction
208(1)
4.9 Soil-pile interaction
209(8)
4.9.1 Axially loaded single piles
210(2)
4.9.2 Single pile subjected to lateral load
212(1)
4.9.3 Pile groups
213(1)
4.9.4 Piled rafts
213(2)
4.9.5 Downdrag
215(1)
4.9.6 Rock sockets
216(1)
4.9.7 Obtaining soil parameters
216(1)
4.10 Load and resistance factor design applied to pile design
217(26)
Worked examples
220(1)
Example 4.1
220(2)
Example 4.2
222(2)
Example 4.3
224(3)
Example 4.4
227(1)
Example 4.5
227(2)
Example 4.6
229(3)
Example 4.7
232(2)
Example 4.8
234(1)
Example 4.9
234(3)
References
237(6)
5 Pile groups under compressive loading
243(64)
5.1 Group action in piled foundations
243(4)
5.2 Pile groups in fine-grained soils
247(18)
5.2.1 Ultimate bearing resistance
247(6)
5.2.2 Settlement
253(12)
5.3 Pile groups in coarse-grained soils
265(9)
5.3.1 Estimating settlements from standard penetration tests
265(5)
5.3.2 Estimating settlements from static cone penetration tests
270(4)
5.4 Eurocode 7 recommendations for pile groups
274(1)
5.5 Pile groups terminating in rock
275(2)
5.6 Pile groups in filled ground
277(4)
5.7 Effects on pile groups of installation methods
281(2)
5.8 Precautions against heave effects in pile groups
283(1)
5.9 Pile groups beneath basements
284(5)
5.9.1 Piles wholly in compressible clay
285(1)
5.9.2 Piles driven through compressible clay to bedrock
286(1)
5.9.3 Piles driven through soft clay into stiff clay
286(1)
5.9.4 Piles driven into loose sand
287(2)
5.10 Optimisation of pile groups to reduce differential settlements in clay
289(18)
Worked examples
291(1)
Example 5.1
291(3)
Example 5.2
294(2)
Example 5.3
296(2)
Example 5.4
298(1)
Example 5.5
299(5)
References
304(3)
6 Design of piled foundations to resist uplift and lateral loading
307(76)
6.1 Occurrence of uplift and lateral loading
307(3)
6.2 Uplift resistance of piles
310(19)
6.2.1 General
310(1)
6.2.2 Uplift resistance of friction piles
310(5)
6.2.3 Piles with base enlargements
315(2)
6.2.4 Anchoring piles to rock
317(2)
6.2.5 Uplift resistance of drilled-in rock anchors
319(10)
6.3 Single vertical piles subjected to lateral loads
329(27)
6.3.1 Calculating the ultimate resistance of short rigid piles to lateral loads
331(5)
6.3.2 Calculating the ultimate resistance of long piles
336(1)
6.3.3 Deflection of vertical piles carrying lateral loads
337(1)
6.3.4 Elastic analysis of laterally loaded vertical piles
337(7)
6.3.5 Use of p--y curves
344(4)
6.3.6 Effect of method of pile installation on behaviour under lateral loads and moments applied to pile head
348(1)
6.3.7 Use of the pressuremeter test to establish p--y curves
349(3)
6.3.8 Calculation of lateral deflections and bending moments by elastic continuum methods
352(2)
6.3.9 Bending and buckling of partly embedded single vertical piles
354(2)
6.4 Lateral loads on raking piles
356(1)
6.5 Lateral loads on groups of piles
356(27)
Worked examples
359(1)
Example 6.1
359(1)
Example 6.2
360(3)
Example 6.3
363(3)
Example 6.4
366(2)
Example 6.5
368(6)
Example 6.6
374(2)
Example 6.7
376(4)
References
380(3)
7 Some aspects of the structural design of piles and pile groups
383(28)
7.1 General design requirements
383(1)
7.2 Designing reinforced concrete piles for lifting after fabrication
384(3)
7.3 Designing piles to resist driving stresses
387(3)
7.4 Effects on bending of piles below ground level
390(1)
7.5 Design of axially loaded piles as columns
391(1)
7.6 Lengthening piles
392(1)
7.7 Bonding piles with caps and ground beams
393(2)
7.8 Design of pile caps
395(6)
7.9 Design of pile capping beams and connecting ground beams
401(4)
7.10 Verification of pile materials
405(6)
7.10.1 Reinforced concrete
407(1)
7.10.2 Steel
408(1)
7.10.3 Infilled steel tubes
408(1)
7.10.4 Timber
408(1)
References
409(2)
8 Piling for marine structures
411(38)
8.1 Berthing structures and jetties
411(19)
8.1.1 Loading on piles from berthing impact forces
413(6)
8.1.2 Mooring forces on piles
419(1)
8.1.3 Wave forces on piles
420(4)
8.1.4 Current forces on piles
424(3)
8.1.5 Wind forces on piles
427(1)
8.1.6 Forces on piles from floating ice
427(2)
8.1.7 Materials for piles in jetties and dolphins
429(1)
8.2 Fixed offshore platforms
430(3)
8.3 Pile installations for marine structures
433(16)
Worked examples
438(1)
Example 8.1
438(1)
Example 8.2
438(6)
Example 8.3
444(3)
References
447(2)
9 Miscellaneous piling problems
449(48)
9.1 Piling for machinery foundations
449(3)
9.1.1 General principles
449(1)
9.1.2 Pile design for static machinery loading
450(1)
9.1.3 Pile design for dynamic loading from machinery
451(1)
9.2 Piling for underpinning
452(7)
9.2.1 Requirements for underpinning
452(2)
9.2.2 Piling methods in underpinning work
454(5)
9.3 Piling in mining subsidence areas
459(4)
9.4 Piling in frozen ground
463(3)
9.4.1 General effects
463(1)
9.4.2 Effects of adfreezing on piled foundations
464(1)
9.4.3 Piling in permafrost regions
464(2)
9.5 Piled foundations for bridges on land
466(11)
9.5.1 Selection of pile type
466(1)
9.5.2 Imposed loads on bridge piling
467(10)
9.6 Piled foundations for over-water bridges
477(7)
9.6.1 Selection of pile type
477(1)
9.6.2 Imposed loads on piers of over-water bridges
478(4)
9.6.3 Pile caps for over-water bridges
482(2)
9.7 Piled foundations in karst
484(2)
9.8 Piled foundations in seismic regions
486(3)
9.9 Geothermal piles
489(1)
9.10 Use of piles to support slopes
490(1)
9.11 Reuse of existing piled foundations
491(1)
9.12 Unexploded ordnance
492(5)
References
493(4)
10 Durability of piled foundations
497(18)
10.1 General
497(1)
10.2 Durability and protection of timber piles
498(5)
10.2.1 Timber piles in land structures
498(2)
10.2.2 Timber piles in river and marine structures
500(3)
10.3 Durability and protection of concrete piles
503(4)
10.3.1 Concrete piles in land structures
503(3)
10.3.2 Concrete piles in marine structures
506(1)
10.4 Durability and protection of steel piles
507(8)
10.4.1 Steel piles for land structures
507(2)
10.4.2 Steel piles for marine structures
509(4)
References
513(2)
11 Ground investigations, piling contracts and pile testing
515(46)
11.1 Ground investigations
515(12)
11.1.1 Planning the investigation
515(3)
11.1.2 Boring in soil
518(1)
11.1.3 Drilling in rock
519(1)
11.1.4 In situ and laboratory testing in soils and rocks
520(6)
11.1.5 Offshore investigations
526(1)
11.2 Piling contracts and specifications
527(6)
11.2.1 Contract procedure
527(4)
11.2.2 Piling specifications
531(2)
11.3 Control of pile installation
533(3)
11.3.1 Driven piles
533(2)
11.3.2 Driven and cast-in-place piles
535(1)
11.3.3 Bored and cast-in-place piles
536(1)
11.4 Load testing of piles
536(20)
11.4.1 Compression tests
538(9)
11.4.2 Interpretation of compression test records
547(5)
11.4.3 Uplift tests
552(1)
11.4.4 Lateral loading tests
552(4)
11.5 Tests for the structural integrity of piles
556(5)
References
557(4)
Appendix A Properties of materials 561(4)
Appendix B Current British Standards and others referred to in the text 565(6)
Appendix C Outline of computer software referred to in the text 571(4)
Name Index 575(6)
Subject Index 581
The late Michael Tomlinson was a pre-eminent structural, civil and geotechnical engineer in a career spanning over 60 years of contracting, designing and independent consultancy. He served on several British Standards committees and was the first recipient of the Skempton Gold Medal awarded by the British Geotechnical Society.

John Woodward has extensive experience of piling and ground engineering projects in the UK and overseas, recently as a consultant investigating piling and stability failures and as an adjudicator resolving contractual and technical disputes. He is also author of An Introduction to Geotechnical Processes (Taylor and Francis, 2005).