Design Of Liquid Retain Concrete Structures – Robert D. Anchor, CONTENTS:
1 Introduction
1.1 Scope
1.2 General design objectives
1.3 Fundamental design methods
1.4 Codes of practice
1.5 Impermeability
1.6 Site conditions
1.7 Influence of construction methods
1.8 Design procedure
1.9 Code requirements (UK)
2 Basis of design and materials
2.1 Structural action
2.2 Exposure classification
2.3 Structural layout
2.4 Influence of construction methods
2.5 Materials and concrete mixes
2.5.1 Reinforcement
2.5.2 Concrete
2.6 Loading
2.6.1 Load arrangements
2.6.2 Partial safety factors for loads
2.7 Foundations
2.8 Flotation
3 Design of reinforced concrete
3.1 General
3.2 Wall thickness
3.2.1 Considerations
3.2.2 Ease of construction
3.2.3 Structural arrangement
3.2.4 Strength in shear
3.2.5 Deflection
3.3 Cracking
3.4 Calculation of crack widths due to flexure
3.5 Strength calculations
3.6 Calculation of crack widths due to tensile forces
3.7 Calculation of crack widths due to combined tension and bending (compression present)
3.7.1 Defining the problem
3.7.2 Formulae
3.8 Limiting stress design
3.8.1 Flexural reinforcement
3.8.2 Tension reinforcement
3.9 Design for no cracking
3.9.1 Resistance to cracking
3.9.2 Strength
3.9.3 Section thickness
3.9.4 Calculation of reinforcement
3.9.5 Combined flexure and tension
3.10 Bond and anchorage
3.11 Detailing
4 Design of prestressed concrete
4.1 The use of prestressed concrete
4.2 Materials
4.2.1 Concrete
4.2.2 Prestressing tendons
4.3 Precast prestressed elements
4.4 Cylindrical prestressed concrete tanks
4.4.1 Loads and horizontal forces
4.4.2 Base restraint
4.4.3 Vertical design
5 Distribution reinforcement and joints: Design against shrinkage and thermal stresses
5.1 Cracking in reinforced concrete
5.2 Causes of cracking
5.2.1 Heat of hydration
5.2.2 Drying shrinkage
5.2.3 Environmental conditions
5.3 Crack distribution
5.3.1 Critical steel ratio
5.3.2 Crack spacing
5.3.3 Crack widths
5.3.4 Thick sections
5.3.5 External restraint factors
5.4 Joints
5.4.1 Construction joints
5.4.2 Movement joints
5.5 Typical calculations for distribution steel
5.5.1 Codes of Practice requirements
5.5.2 Calculation of minimum reinforcement
6 Design calculations
6.1 Design of pumphouse
6.2 Design of reservoir
6.3 Design of a circular prestressed concrete tank
7 Testing and rectification
7.1 Testing for watertightness
7.2 Definition of watertightness
7.3 Water tests
7.4 Acceptance
7.5 Remedial treatment
8 Vapour exclusion
8.1 The problem
8.2 Design requirements
8.3 Assessment of site conditions
8.4 Barrier materials
8.5 Structural problems
8.6 Site considerations
Appendix A Design tables
Appendix B Two-way slabs
Appendix c Bar tables
Bibliography
British Standards
Australian Standard
American Standards and Codes of Practice
Design Of Liquid Retain Concrete Structures – Robert D. Anchor
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