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Design of Liquid Retaining Concrete Structures, Third Edition 3rd New edition [Kietas viršelis]

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(University of Leeds, UK), (COWI A/S, Denmark)
  • Formatas: Hardback, 224 pages, aukštis x plotis: 229x152 mm, weight: 544 g, 68 Illustrations, black and white
  • Išleidimo metai: 24-Jul-2014
  • Leidėjas: CRC Press
  • ISBN-10: 1466588195
  • ISBN-13: 9781466588196
Kitos knygos pagal šią temą:
Design of Liquid Retaining Concrete Structures, Third Edition 3rd New editionDidesnis paveikslėlis
  • Formatas: Hardback, 224 pages, aukštis x plotis: 229x152 mm, weight: 544 g, 68 Illustrations, black and white
  • Išleidimo metai: 24-Jul-2014
  • Leidėjas: CRC Press
  • ISBN-10: 1466588195
  • ISBN-13: 9781466588196
Kitos knygos pagal šią temą:
Pastovi nuoroda: https://www.kriso.lt/db/9781466588196.html
Raktažodžiai:
The third edition of a successful engineering text, Design of Liquid Retaining Concrete Structures clarifies the theoretical guidance given in the new suite of Eurocodes for the subject of retaining structures. The book qualifies the extensive set of guides in terms of the design of these structures and provides a clear path through the process. It still discusses structural elements individually so that expertise can be applied to any situation likely to be encountered. The modifications, such as changes to surface zones, the critical steel ratio, the maximum crack spacing (flexural and imposed strain) and edge restraint, that have been introduced into the Eurocodes are highlighted and discussed in detail.





The new suite of Eurocodes is claimed to be the most technically advanced codes in the world; the codes were developed with the intention of making them less restrictive than existing codes. The third edition reflects this philosophy by providing more theoretical background information and discussion, with specific reference to current and previous research, helping the reader to achieve a greater understanding and a wider application of the basic design guidance as the codes intended. As such the book remains a vital tool for practicing civil and structural engineers.
Preface ix
Acknowledgements x
Chapter 1 Introduction
1(9)
1.1 Scope
1(1)
1.2 General design objectives
1(2)
1.3 Fundamental design methods
3(1)
1.4 Codes of practice
4(1)
1.5 Impermeability
4(3)
1.6 Site conditions
7(1)
1.7 Influence of execution methods
8(1)
1.8 Design procedure
8(1)
1.9 Code requirements (UK)
9(1)
Chapter 2 Basis of design and materials
10(16)
2.1 Structural action
10(1)
2.2 Exposure classification
10(4)
2.3 Structural layout
14(1)
2.4 Influence of construction methods
14(3)
2.5 Materials and concrete mixes
17(3)
2.5.1 Reinforcement
17(1)
2.5.2 Concrete
18(2)
2.6 Loading
20(3)
2.6.1 Actions
20(1)
2.6.2 Partial safety factors
21(2)
2.7 Foundations
23(2)
2.8 Flotation
25(1)
Chapter 3 Design of reinforced concrete
26(33)
3.1 General
26(1)
3.2 Wall thickness
26(13)
3.2.1 Considerations
26(1)
3.2.2 Ease of construction
27(1)
3.2.3 Structural arrangement
27(1)
3.2.4 Shear resistance of reinforced concrete
28(6)
3.2.5 Deflection
34(5)
3.3 Cracking
39(2)
3.4 Calculation of crack widths due to flexure
41(6)
3.4.1 Stress limitations in the concrete and steel
41(1)
3.4.2 Flexural cracking
42(3)
3.4.3 Comparison of Expression 7.9 (EC2 Part 1) with Expression M1 (EC2 Part 3)
45(2)
3.5 Strength calculations
47(1)
3.6 Calculation of crack widths due to combined tension and bending (compression present)
48(8)
3.6.1 Defining the problem
48(1)
3.6.2 Formulae
49(7)
3.7 Detailing
56(3)
3.7.1 Spacing and bar diameter
56(2)
3.7.2 Anchorage and Laps
58(1)
Chapter 4 Design of prestressed concrete
59(24)
4.1 Materials
59(8)
4.1.1 Concrete
59(1)
4.1.2 Prestressing tendons
60(1)
4.1.3 Prestress losses
60(6)
4.1.4 Overall prediction of prestress loss ΔPc+s+f
66(1)
4.2 Precast prestressed elements
67(1)
4.2.1 Proprietary systems
67(1)
4.2.2 Precast roof slabs
67(1)
4.3 Cylindrical prestressed concrete tanks
67(16)
4.3.1 Actions
67(1)
4.3.2 Base restraint
68(1)
4.3.3 Vertical design
69(14)
Chapter 5 Distribution reinforcement and joints: Design for thermal stresses and shrinkage in restrained panels
83(31)
5.1 Cracking due to different forms of restraint in reinforced concrete
84(2)
5.1.1 Internal restraint
84(1)
5.1.2 External restraint
85(1)
5.2 Causes of cracking
86(4)
5.2.1 Short-term movements
86(2)
5.2.2 Long-term movements
88(2)
5.3 Crack distribution
90(17)
5.3.1 Minimum reinforcement area
92(1)
5.3.2 Crack spacing
93(2)
5.3.3 Crack widths
95(10)
5.3.4 Surface zones
105(2)
5.4 Joints
107(7)
5.4.1 Construction joints
107(2)
5.4.2 Movement joints
109(5)
Chapter 6 Design calculations
114(41)
6.1 Design of pump house
114(3)
6.1.1 Introduction
114(1)
6.1.2 Key assumptions
114(3)
6.1.3 Limitations of design approach
117(1)
6.2 Calculation sheets
117(38)
Chapter 7 Testing and rectification
155(4)
7.1 Testing for watertightness
155(1)
7.2 Definition of watertightness
155(1)
7.3 Water tests
156(1)
7.4 Acceptance
157(1)
7.5 Remedial treatment
158(1)
Chapter 8 Vapour exclusion
159(10)
8.1 The problem
159(1)
8.2 Design requirements
160(3)
8.3 Assessment of site conditions
163(1)
8.4 Barrier materials
164(1)
8.4.1 Mastic asphalt membranes
164(1)
8.4.2 Bonded sheet membranes
164(1)
8.4.3 Cement-based renders
164(1)
8.4.4 Liquid applied membranes
165(1)
8.4.5 Geosynthetic (bentonite) clay liners
165(1)
8.5 Structural problems
165(1)
8.5.1 Construction methods
165(1)
8.5.2 Layout
165(1)
8.5.3 Piled construction
165(1)
8.5.4 Diaphragm and piled walls
166(1)
8.6 Site considerations
166(3)
8.6.1 Workmanship
166(1)
8.6.2 Failure
167(1)
8.6.3 Services
167(1)
8.6.4 Fixings
168(1)
References 169(6)
Index 175