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Decoding Eurocode 7 [Kõva köide]

(Geocentrix Ltd, UK), (Tony Gee and Partners, UK)
  • Formaat: Hardback, 624 pages, kõrgus x laius: 234x156 mm, kaal: 1184 g, 20 Tables, black and white; 229 Line drawings, black and white
  • Ilmumisaeg: 19-Aug-2008
  • Kirjastus: CRC Press
  • ISBN-10: 0415409489
  • ISBN-13: 9780415409483
Teised raamatud teemal:
Decoding Eurocode 7Suurem pilt
  • Formaat: Hardback, 624 pages, kõrgus x laius: 234x156 mm, kaal: 1184 g, 20 Tables, black and white; 229 Line drawings, black and white
  • Ilmumisaeg: 19-Aug-2008
  • Kirjastus: CRC Press
  • ISBN-10: 0415409489
  • ISBN-13: 9780415409483
Teised raamatud teemal:
Püsilink: https://www.kriso.ee/db/9780415409483.html
Märksõnad:

Decoding Eurocode 7 provides a detailed examination of Eurocode 7 Parts 1 and 2 and an overview of the associated European and International standards. The detail of the code is set out in summary tables and diagrams, with extensive. Fully annotated worked examples demonstrate how to apply it to real designs. Flow diagrams explain how reliability is introduced into design and mind maps gather related information into a coherent framework.

Written by authors who specialise in lecturing on the subject, Decoding Eurocode 7 explains the key principles and application rules of Eurocode 7 in a logical and simple manner. Invaluable for practitioners, as well as for high-level students and researchers working in geotechnical fields.

Arvustused

'Well presented, clear and unambiguous ...I have no hesitation in recommending Decoding Eurocode 7 to both students and practitioners as an authoritative, practical text, representing excellent value for money.' Tony Bracegirdle, Engineering Structures

'A beautifully written and presented book.' Yul Tammo, Cornwall County Council

About the authors xi
Acknowledgements xiii
Prologue 1
Construction Products Directive 89/106/CE
1
Scope of the book
2
Key features of the book
3
Outline of the book
3
Further information
6
Notes and references
6
1 The Structural Eurocodes
7
1.1 The Structural Eurocode programme
7
1.2 The wider landscape
11
1.3 Standards organizations
14
1.4 Summary of key points
21
1.5 Notes and references
21
2 Basis of structural design
25
2.1 Contents of the Eurocode
25
2.2 Requirements
26
2.3 Assumptions
29
2.4 Principles and Application Rules
29
2.5 Principles of limit state design
29
2.6 Design situations
30
2.7 Ultimate limit states
32
2.8 Serviceability limit states
35
2.9 Actions, combinations, and effects
36
2.10 Material properties and resistance
44
2.11 Geometrical data
49
2.12 Structural analysis and design by testing
50
2.13 Verification by the partial factor method
50
2.14 Summary of key points
54
2.15 Worked examples
55
2.16 Notes and references
68
3 General rules for geotechnical design
71
3.1 Scope of Eurocode 7 Part 1
71
3.2 Design requirements
73
3.3 Limit states
77
3.4 Actions and design situations
78
3.5 Design and construction considerations
85
3.6 Geotechnical design
86
3.7 Supervision, monitoring, and maintenance
89
3.8 The Geotechnical Design Report
92
3.9 Summary of key points
93
3.10 Notes and references
94
4 Ground investigation and testing
95
4.1 Standards for geotechnical investigation and testing
95
4.2 Planning ground investigations
97
4.3 Identification and classification of soil
101
4.4 Identification and classification of rock
104
4.5 Soil and rock sampling
106
4.6 Groundwater measurements
109
4.7 Field tests in soil and rock
110
4.8 Laboratory tests in soil and rock
114
4.9 Testing of geotechnical structures
117
4.10 Summary of key points
117
4.11 Worked examples
117
4.12 Notes and references
125
5 Ground characterization
129
5.1 From test results to design
129
5.2 Deriving geotechnical parameters
129
5.3 Obtaining the characteristic value
135
5.4 Case studies selecting characteristic values
143
5.5 Statistical methods for ground characterization
151
5.6 Summary of key points
158
5.7 Worked examples
159
5.8 Notes and references
170
6 Verification of strength
173
6.1 Basis of design
173
6.2 Introducing reliability into the design
177
6.3 Design approaches
184
6.4 Alternative ways of dealing with design uncertainty
197
6.5 Summary of key points
199
6.6 Notes and references
200
7 Verification of stability
201
7.1 Basis of design
201
7.2 Introducing reliability into the design
202
7.3 Loss of static equilibrium
206
7.4 Uplift
210
7.5 Hydraulic failure
215
7.6 Summary of key points
220
7.7 Worked examples
220
7.8 Notes and references
251
8 Verification of serviceability
253
8.1 Basis of design
253
8.2 Introducing reliability into the design
256
8.3 Simplified verification of serviceability
258
8.4 Methods to determine settlement
260
8.5 Summary of key points
261
8.6 Worked examples
261
8.7 Notes and references
261
9 Design of slopes and embankments
263
9.1 Ground investigation for slopes and embankments
263
9.2 Design situations and limit states
264
9.3 Basis of design
265
9.4 Stability of an infinitely long slope
265
9.5 Stability of a finite slope (based on method of slices)
272
9.6 Supervision, monitoring, and maintenance
278
9.7 Summary of key points
278
9.8 Worked examples
279
9.9 Notes and references
304
10 Design of footings 305
10.1 Ground investigation for footings
305
10.2 Design situations and limit states
306
10.3 Basis of design
307
10.4 Footings subject to vertical actions
308
10.5 Footings subject to horizontal actions
315
10.6 Design for serviceability
321
10.7 Structural design
323
10.8 Supervision, monitoring, and maintenance
323
10.9 Summary of key points
324
10.10 Worked examples
324
10.11 Notes and references
351
11 Design of gravity walls 353
11.1 Ground investigation for gravity walls
353
11.2 Design situations and limit states
354
11.3 Basis of design
355
11.4 Reinforced concrete walls
359
11.5 Mass gravity walls
365
11.6 Reinforced fill structures
368
11.7 Design for serviceability
368
11.8 Structural design
369
11.9 Supervision, monitoring, and maintenance
369
11.10 Summary of key points
370
11.11 Worked examples
370
11.12 Notes and references
397
12 Design of embedded walls 399
12.1 Ground investigation for embedded walls
399
12.2 Design situations and limit states
401
12.3 Basis of design
402
12.4 Limiting equilibrium methods
407
12.5 Soil-structure interaction analysis
418
12.6 Design for serviceability
422
12.7 Structural design
424
12.8 Supervision, monitoring, and maintenance
424
12.9 Summary of key points
424
12.10 Worked examples
425
12.11 Notes and references
440
13 Design of piles 443
13.1 Ground investigation for piles
443
13.2 Design situations and limit states
444
13.3 Basis of design
445
13.4 Piles subject to compression
449
13.5 Piles subject to tension
452
13.6 Piles subject to transverse actions
454
13.7 Introducing reliability into the design of piles
454
13.8 Design by calculation
464
13.9 Design by testing
465
13.10 Traditional design
468
13.11 Changes made in the UK National Annex
470
13.12 Supervision, monitoring, and maintenance
474
13.13 Summary of key points
475
13.14 Worked examples
475
13.15 Notes and references
507
14 Design of anchorages 509
14.1 Ground investigation for anchorages
510
14.2 Design situations and limit states
510
14.3 Basis of design
510
14.4 Anchorage tests
513
14.5 Pull-out resistance from tests
517
14.6 Pull-out resistance by calculation
520
14.7 Summary of key points
520
14.8 Worked example
520
14.9 Notes and references
526
15 Execution of geotechnical works 529
15.1 The work of CEN TC 288
529
15.2 Piles
530
15.3 Walls and steep slopes
537
15.4 Ground improvement
545
15.5 Future developments
554
15.6 Summary of key points
554
15.7 Notes and references
555
16 Geotechnical reports 557
16.1 Introduction
557
16.2 Geotechnical investigation and testing reports
558
16.3 Ground Investigation Report
561
16.4 Geotechnical Design Report
563
16.5 Comparison with existing practice
565
16.6 Who writes what?
568
16.7 Summary of key points
570
16.8 Notes and references
571
Epilogue 573
Reaction to the Eurocodes 573
Dissemination 575
Looking ahead 576
Conclusion 576
Appendix 1: Slope stability design charts 577
Appendix 2: Earth pressure coefficients 581
Appendix 3: Notes on the worked example 589
Index 591
Andrew Bond is a UK delegate on the main Eurocode 7 committee (CEN TC250/SC7), Vice-Chairman of the European Technical Committee on Eurocode 7 Implementation, and co-author of the BSIs Extracts from the Structural Eurocodes for Students of Structural Design. He is a director of Geocentrix and Geomantix.

Andrew Harris is a director of Geomantix and Senior Lecturer at Kingston University, specializing in consultancy, training, and education in geotechnical engineering. He is a co-author of the BSIs Extracts from the Structural Eurocodes for Students of Structural Design.