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Testing of Concrete in Structures: Fourth Edition 4th edition [Kietas viršelis]

(Concrete Solutions, and Sandberg LLP, UK), (University of Liverpool, UK)
  • Formatas: Hardback, 352 pages, aukštis x plotis: 234x156 mm, weight: 810 g, 20 Tables, black and white; 97 Line drawings, black and white; 71 Halftones, black and white
  • Išleidimo metai: 12-Jan-2006
  • Leidėjas: CRC Press
  • ISBN-10: 0415263018
  • ISBN-13: 9780415263016
Kitos knygos pagal šią temą:
Testing of Concrete in Structures: Fourth Edition 4th editionDidesnis paveikslėlis
  • Formatas: Hardback, 352 pages, aukštis x plotis: 234x156 mm, weight: 810 g, 20 Tables, black and white; 97 Line drawings, black and white; 71 Halftones, black and white
  • Išleidimo metai: 12-Jan-2006
  • Leidėjas: CRC Press
  • ISBN-10: 0415263018
  • ISBN-13: 9780415263016
Kitos knygos pagal šią temą:
Pastovi nuoroda: https://www.kriso.lt/db/9780415263016.html
Raktažodžiai:

Providing a comprehensive overview of the techniques involved in testing concrete in structures, Testing of Concrete in Structures discusses both established techniques and new methods, showing potential for future development, and documenting them with illustrative examples. Topics have been expanded where significant advances have taken place in the field, for example integrity assessment, sub-surface radar, corrosion assessment and localized dynamic response tests. This fourth edition also covers the new trends in equipment and procedures, such as the continuation of general moves to automate test methods and developments in digital technology and the growing importance of performance monitoring, and includes new and updated references to standards.

The non-specialist civil engineer involved in assessment, repair or maintenance of concrete structures will find this a thorough update.

Preface x
Planning and interpretation of in-situ testing
1(35)
Aims of in-situ testing
1(4)
Compliance with specification
2(1)
Assessment of in-situ quality and integrity
3(2)
Guidance available from 'standards' and other documents
5(1)
Test methods available
6(2)
Test programme planning
8(9)
General sequential approach
8(1)
Visual inspection
8(4)
Test selection
12(3)
Number and location of tests
15(2)
In-situ concrete variability
17(6)
Within-member variability
18(3)
In-situ strength relative to standard specimens
21(2)
Interpretation
23(9)
Computation of test results
23(1)
Examination of variability
23(3)
Calibration and application of test results
26(6)
Test combinations
32(3)
Increasing confidence level of results
32(1)
Improvement of calibration accuracy
32(1)
Use of one method as preliminary to another
33(1)
Test calibration
33(1)
Diagnosis of causes of deterioration
33(2)
Documentation by standards
35(1)
Surface hardness methods
36(15)
Rebound test equipment and operation
36(3)
Procedure
39(1)
Theory, calibration and interpretation
40(11)
Factors influencing test results
40(5)
Calibration
45(1)
Interpretation
46(2)
Applications and limitations
48(3)
Ultrasonic pulse velocity methods
51(31)
Theory of pulse propagation through concrete
52(1)
Pulse velocity equipment and use
53(7)
Equipment
53(2)
Use
55(5)
Test calibration and interpretation of results
60(12)
Strength calibration
61(2)
Practical factors influencing measured results
63(9)
Applications
72(9)
Laboratory applications
73(1)
In-situ applications
73(8)
Reliability and limitations
81(1)
Partially destructive strength tests
82(38)
Penetration resistance testing
82(11)
Windsor probe
83(10)
Pin penetration test
93(1)
Pull-out testing
93(18)
Cast-in methods
94(7)
Drilled-hole methods
101(10)
Pull-off methods
111(5)
Break-off methods
116(4)
Norwegian method
116(2)
Stoll tork test
118(1)
Shearing-rib method
119(1)
Cores
120(20)
General procedures for core cutting and testing
120(8)
Core location and size
120(2)
Drilling
122(2)
Testing
124(4)
Interpretation of results
128(7)
Factors influencing measured core compressive strength
128(3)
Estimation of cube strength
131(2)
Reliability, limitations and applications
133(2)
Small cores
135(5)
Influence of specimen size
136(2)
Reliability, limitations and applications
138(2)
Load testing and monitoring
140(36)
In-situ load testing
141(16)
Testing procedures
141(3)
Load application techniques
144(5)
Measurement and interpretation
149(6)
Reliability, limitations and applications
155(2)
Monitoring
157(6)
Monitoring during construction
157(1)
Long-term monitoring
157(6)
Strain measurement techniques
163(7)
Methods available
164(6)
Selection of methods
170(1)
Ultimate load testing
170(6)
Testing procedures and measurement techniques
171(3)
Reliability, interpretation and applications
174(2)
Durability tests
176(47)
Corrosion of reinforcement and prestressing steel
176(25)
Electromagnetic cover measurement
179(6)
Half-cell or rest-potential measurement
185(6)
Resistivity measurements
191(4)
Direct measurement of corrosion rate
195(6)
Moisture measurement
201(5)
Simple methods
201(1)
Neutron moisture gauges
202(1)
Electrical methods
202(2)
Microwave absorption
204(2)
Absorption and permeability tests
206(14)
Initial surface absorption test
208(4)
Figg air and water permeability tests
212(3)
Combined ISAT and Figg methods
215(1)
Germann Gas permeability test
215(1)
'Autoclam' permeability system
215(1)
Other non-intrusive water and air methods
216(1)
Flow tests
217(1)
BS absorption test
218(1)
'Sorptivity' test
219(1)
Capillary rise test
220(1)
Tests for alkali--aggregate reaction
220(1)
Tests for freeze-thaw resistance
221(1)
Abrasion resistance testing
221(2)
Performance and integrity tests
223(38)
Infrared thermography
223(2)
Radar
225(11)
Radar systems
226(3)
Structural applications and limitations
229(7)
Dynamic response testing
236(8)
Simple 'non-instrumented' approaches
236(1)
Pulse-echo techniques
237(6)
Analysis of surface waves
243(1)
Testing large-scale structures
244(1)
Radiography and radiometry
244(5)
X-ray radiography
245(1)
Gamma radiography
246(1)
Gamma radiometry
247(2)
Holographic and acoustic emission techniques
249(4)
Holographic techniques
249(1)
Acoustic emission
250(3)
Photoelastic methods
253(1)
Maturity and temperature-matched curing
253(5)
Maturity measurements
254(3)
Temperature-matched curing
257(1)
Screed soundness tester
258(1)
Tests for fire damage
258(3)
Chemical testing and allied techniques
261(34)
Sampling and reporting
262(2)
Sampling
262(1)
Reporting
263(1)
Cement content and aggregate/cement ratio
264(5)
Theory
264(1)
Procedures
264(4)
Reliability and interpretation of results
268(1)
Original water content
269(3)
Theory
269(1)
Procedure
270(1)
Reliability and interpretation of results
271(1)
Cement type and cement replacements
272(2)
Theory
272(1)
Procedures
272(2)
Reliability and interpretation of results
274(1)
Aggregate type and grading
274(1)
Aggregate type
274(1)
Aggregate grading
275(1)
Sulfate determination
275(2)
Chloride determination
277(7)
Procedures
277(5)
Reliability and interpretation of results
282(2)
Alkali reactivity tests
284(1)
Alkali content
284(1)
Alkali immersion test
284(1)
Admixtures
285(1)
Carbonation
285(2)
Microscopic methods
287(3)
Surface examination by reflected light
287(2)
Thin-section methods
289(1)
Thermoluminescence testing
290(2)
Theory
290(1)
Equipment and procedure
291(1)
Reliability, limitations and applications
291(1)
Specialized instrumental methods
292(3)
X-ray fluorescence spectroscopy
292(1)
Differential thermal methods
292(1)
Thermogravimetry, X-ray diffraction, infrared and atomic absorption spectrometry and scanning electron microscopy
293(2)
Appendix A Typical cases of test planning and interpretation of results
295(10)
A1 28-day cubes fail (cube results suspect)
295(3)
A2 28-day cubes fail (cube results genuine)
298(1)
A3 Cubes non-existent for new structure
299(2)
A4 Cubes damaged for new structure
301(1)
A5 Cubes non-existent for existing structure
301(1)
A6 Surface cracking
302(1)
A7 Reinforcement corrosion
303(2)
Appendix B Examples of pulse velocity corrections for reinforcement
305(4)
Appendix C Example of evaluation of core results
309(3)
References 312(22)
Index 334


Professor John Bungey is Emeritus Professor of Civil Engineering at the Department of Engineering, University of Liverpool.

Dr Steve Millard is a Reader in Civil Engineering at the Department of Engineering, University of Liverpool.

Michael Grantham is the Director of G.R. Technologie Ltd and works as a consultant for M.G. Associates Construction Consultancy Ltd.