ISBN: 9780470034828
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ISBN: 9780470034828
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ISBN: 9780470034828
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ISBN: 9780470034828
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ISBN: 9780470034828
Nondestructive Testing involves the use of methods such as wave propagation, electromagnetism, electrical conductivity, and thermal conductivity to test structural integrity and thereby a… More...
2007, ISBN: 9780470034828
eBooks, eBook Download (PDF), 1. Auflage, Nondestructive Testing involves the use of methods such as wave propagation, electromagnetism, electrical conductivity, and thermal conductivity … More...
ISBN: 9780470034828
Nondestructive Testing involves the use of methods such as wave propagation, electromagnetism, electrical conductivity, and thermal conductivity to test structural integrity and thereby a… More...
ISBN: 9780470034828
A digital copy of "Nondestructive Testing Of Deep Foundations" by Hertlein. Download is immediately available upon purchase! 9780470034828,0470034823,nondestructive,testing,deep eBook, V… More...
ISBN: 9780470034828
*Nondestructive Testing of Deep Foundations* / pdf eBook für 80.99 € / Aus dem Bereich: eBooks, Sachthemen & Ratgeber, Technik Medien > Bücher nein eBook als pdf eBooks > Sachthemen & Rat… More...
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Details of the book - Nondestructive Testing of Deep Foundations
EAN (ISBN-13): 9780470034828
ISBN (ISBN-10): 0470034823
Publishing year: 2007
Publisher: Wiley
290 Pages
Language: eng/Englisch
Book in our database since 2009-06-12T21:16:02+01:00 (London)
Detail page last modified on 2023-06-19T10:17:50+01:00 (London)
ISBN/EAN: 0470034823
ISBN - alternate spelling:
0-470-03482-3, 978-0-470-03482-8
Alternate spelling and related search-keywords:
Book author: hertlein, hertl
Information from Publisher
Author: Bernard Hertlein; Allen Davis
Title: Nondestructive Testing of Deep Foundations
Publisher: Wiley; John Wiley & Sons
290 Pages
Publishing year: 2007-01-11
Language: English
76,99 € (DE)
Not available (reason unspecified)
EA; E107; E-Book; Nonbooks, PBS / Technik/Bautechnik, Umwelttechnik; Konstruktiver Ingenieurbau, Baustatik; Bauingenieur- u. Bauwesen; Bauwerk; Civil Engineering & Construction; Grundbau; Structural & Building Engineering; Structures; Tief- u. Hochbau / Massivbau; Tragwerke; Tragwerke; Tief- u. Hochbau / Massivbau; BB
FOREWORD. PREFACE. ABOUT THE AUTHORS. ACKNOWLEDGEMENTS. PHOTOGRAPHY AND ILLUSTRATION CREDITS. 1. INTRODUCTION AND A BRIEF HISTORY. 1.1Introduction. 1.2A Brief History of Deep Foundations and the Advent ofNDT. 1.3Deep Foundation Failures and ND. 1.4 Deficiencies in Existing Foundations. 2. Deep Foundation Construction Methods. 2.1Driven Piles - Timber, Steel and Concrete. 2.2Caissons and Drilled Shafts. 2.3Diaphragm Walls, Cut-off Walls and Barrettes. 2.4Augured, Cast-in-place Pile. 2.5 Micropiles or Minipiles. 2.6Stone Columns and other Soil Improvement Techniques. 3. HOW SOILS AFFECT THE CHOICE OF FOUNDATION. 4. TRADITIONAL, VISUAL AND NEW INSPECTIONMETHODS FOR DEEP FOUNDATION CONSTRUCTION. 1.1 Driven Piles. 4.2 Augured Cast-in-place Piles. 4.3Drilled Shafts. 4.4The Inspector's Role. 5. A REVIEW OF FULL-SCALE LOAD-TESTING TECHNIQUES. 5.1Static Load-test Techniques - Axial Compression. 5.2Static Load-test Techniques - Axial Tension. 5.3Static Load-test Techniques - Lateral. 6. HIGH-STRAIN TESTING FOR CAPACITY AND/OR INTEGRITY. 6.1High-strain Dynamic (Drop-weight) Testing of DrivenPiles. 6.2High-strain Testing of Drilled Shafts andAugered,Cast-in-place Piles. 6.3Modification of Shaft Head for High-strain Tests. 6.4Practical Considerations for Drop-weight Techniques. 6.5HSDT Alternatives. 6.6Limitations of High-strain Dynamic Testing. 7. LOW-STRAIN SURFACE TESTS - SONIC ECHO. 7.1Sonic Echo (Impulse Echo). 8. SONIC MOBILITY (IMPULSE RESPONSE). 8.1Principles of Impulse-Response CurveInterpretation. 8.2Practical Considerations. 8.3Classification of Signal Responses. 8.4Pile Simulation Techniques. 8.5Time Domain-Velocity Reflectors. 9. THE IMPEDANCE-LOG ANALYSIS. 10.LOW-STRAIN DOWN-HOLE TESTS. 10.1 Introduction. 10.2 Cross-Hole Sonic Logging. 10.3Cross-Hole Tomography. 10.4 Single-Hole Sonic Logging. 10.5Gamma-Gamma Logging. 10.6Parallel Seismic Testing. 11. FIELD MOCK-UPS OF DEEP FOUNDATIONS: CLASS-APREDICTIONS. 12. THE RELIABILITY OF PILE SHAFT INTEGRITY TESTING. 12.1 Statistical NDT Sampling Schemes. 12.2 Methodology Reliability. 13. CURRENT RESEARCH. 13.1 Developments in Measurements and Analysis. 13.2Electrical Methods. 13.3Optical Techniques. 13.4Guided Wave Analysis. 13.5Statistical Analysis. 13.6Self-consolidating Concrete. 13.7Acceptable Vibration Levels. 13.8Automated Monitoring Systems. 13.9Wireless Acquisition Systems. 13.10Smart' Structures. 14. THE PLACE OF NONDESTRUCTIVE TESTING AT THEBEGINNING OF THE 21ST CENTURY. 14.1Nondestructive Testing and Load and Resistance FactorDesign. 14.2Setting Up an Effective Quality ManagementProgram. 14.3Who's Testing the Tester?. 14.4Acceptance Criteria. 14.5 Evaluating Defects. APPENDIX I. STRESS-WAVE PROPAGATION IN CYLINDRICALSTRUCTURES. Unknown Mechanical Impedance at its Base. APPENDIX II. CONTACT ADDRESSES. APPENDIX III. STANDARDS REFERRED TO IN THIS BOOK. APPENDIX IV. SAMPLE SPECIFICATIONS FOR NDT METHODS FORDEEP FOUNDATIONS. REFERENCES. INDEX.More/other books that might be very similar to this book
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