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Nondestructive testing of deep foundations [[electronic resource] /] / Bernard Hertlein and Allen Davis
| Nondestructive testing of deep foundations [[electronic resource] /] / Bernard Hertlein and Allen Davis |
| Autore | Hertlein Bernhardt H |
| Pubbl/distr/stampa | Chichester, England ; ; Hoboken, NJ, : J. Wiley, c2006 |
| Descrizione fisica | 1 online resource (292 p.) |
| Disciplina | 624.150287 |
| Altri autori (Persone) | DavisAllen George |
| Soggetto topico |
Foundations - Testing
Piling (Civil engineering) - Testing Nondestructive testing |
| ISBN |
1-280-73979-7
9786610739790 0-470-03483-1 0-470-03482-3 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Nondestructive Testing of Deep Foundations; Contents; Foreword; Preface; About the Authors; Acknowledgements; Photography and IllustrationCredits; 1Introduction and a Brief History; 1.1 Introduction; 1.2 A Brief History of Deep Foundations and the Advent of NDT; 1.2.1 Caveat and Acknowledgement; 1.2.2 The History; 1.3 Deep Foundation Failures and NDT; 1.3.1 Esso Oil Tanks, Fawley, Hants, UK; 1.3.2 Neumaier Hall, Moorhead, MN, USA; 1.3.3 Tampa Crosstown Expressway, Tampa, FL, USA; 1.3.4 Yuen Chau Kok, Shatin Area 14B, Phase 2, Hong Kong; 1.4 Deficiencies in Existing Foundations
2 Deep Foundation Construction Methods2.1 Driven Piles - Timber, Steel and Concrete; 2.1.1 Drop-hammers; 2.1.2 Diesel Hammers; 2.1.3 Hydraulic Hammers; 2.1.4 Pile-driving Vibrators; 2.1.5 Direct-push Pile Installers; 2.1.6 Advantages and Limitations of Driven Piles; 2.2 Caissons and Drilled Shafts; 2.2.1 Advantages and Limitations of Drilled Shafts; 2.2.2 Advantages and Limitations of Slurry; 2.3 Diaphragm Walls, Cut-off Walls and Barrettes; 2.4 Augered, Cast-in-Place Piles; 2.4.1 Advantages and Limitations of ACIP Piles; 2.5 Micropiles or Minipiles; 2.5.1 Applications 2.5.2 Drilled Micropile Type/Classification2.5.3 Relationship between Micropile Application, Design Concept and Construction Type; 2.5.4 Design Aspects; 2.5.5 Nondestructive Testing; 2.5.6 Research and Development; 2.6 Stone Columns and other Soil Improvement Techniques; 2.6.1 Stone Columns; 2.6.2 Deep Mixing; 2.6.3 Permeation Grouting; 2.6.4 Dynamic Compaction; 3How Soils Affect the Choiceof Foundation; 4Traditional, Visual and NewInspection Methods for DeepFoundation Construction; 4.1 Driven Piles; 4.2 Augered, Cast-in-Place Piles; 4.3 Drilled Shafts; 4.3.1 Dry Hole Construction 4.3.2 Wet Hole Construction4.4 The Inspector's Role; 5A Review of Full-scaleLoad-testing Techniques; 5.1 Static Load-Test Techniques - Axial Compression; 5.1.1 Reaction Systems; 5.1.2 Proof Testing; 5.1.3 Load-Transfer Tests; 5.1.4 Quick Load Test; 5.1.5 Constant Rate of Penetration Test; 5.1.6 Bi-directional Load Test (Osterberg Cell); 5.2 Static Load-Test Techniques - Axial Tension; 5.3 Static Load-Test Techniques - Lateral; 6High-strain Testing for Capacityand/or Integrity; 6.1 High-Strain Dynamic (Drop-Weight) Testing of Driven Piles; 6.1.1 The Case Method; 6.1.2 The TNO Method 6.1.3 The Effect of Soil and Other Factors6.2 High-Strain Testing of Drilled Shafts and Augered, Cast-in-Place Piles; 6.2.1 CEBTP Simbat; 6.2.2 SIMBAT Test Methodology; 6.3 Modification of Shaft Head for High-Strain Tests; 6.4 Practical Considerations for Drop-Weight Techniques; 6.4.1 Newton's Apple; 6.5 HSDT Alternatives; 6.5.1 The Statnamic Method; 6.5.2 The Fundex Method; 6.6 Limitations of High-Strain Dynamic Testing; 7Low-strain SurfaceTests - Sonic Echo; 7.1 Sonic Echo (Impulse ECHO); 7.1.1 Test Principle; 7.1.2 Typical Test Procedure; 7.1.3 Data Processing and Display 7.1.4 Effect of Impedance Change |
| Record Nr. | UNINA-9910143743803321 |
Hertlein Bernhardt H
|
||
| Chichester, England ; ; Hoboken, NJ, : J. Wiley, c2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Nondestructive testing of deep foundations [[electronic resource] /] / Bernard Hertlein and Allen Davis
| Nondestructive testing of deep foundations [[electronic resource] /] / Bernard Hertlein and Allen Davis |
| Autore | Hertlein Bernhardt H |
| Pubbl/distr/stampa | Chichester, England ; ; Hoboken, NJ, : J. Wiley, c2006 |
| Descrizione fisica | 1 online resource (292 p.) |
| Disciplina | 624.150287 |
| Altri autori (Persone) | DavisAllen George |
| Soggetto topico |
Foundations - Testing
Piling (Civil engineering) - Testing Nondestructive testing |
| ISBN |
1-280-73979-7
9786610739790 0-470-03483-1 0-470-03482-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Nondestructive Testing of Deep Foundations; Contents; Foreword; Preface; About the Authors; Acknowledgements; Photography and IllustrationCredits; 1Introduction and a Brief History; 1.1 Introduction; 1.2 A Brief History of Deep Foundations and the Advent of NDT; 1.2.1 Caveat and Acknowledgement; 1.2.2 The History; 1.3 Deep Foundation Failures and NDT; 1.3.1 Esso Oil Tanks, Fawley, Hants, UK; 1.3.2 Neumaier Hall, Moorhead, MN, USA; 1.3.3 Tampa Crosstown Expressway, Tampa, FL, USA; 1.3.4 Yuen Chau Kok, Shatin Area 14B, Phase 2, Hong Kong; 1.4 Deficiencies in Existing Foundations
2 Deep Foundation Construction Methods2.1 Driven Piles - Timber, Steel and Concrete; 2.1.1 Drop-hammers; 2.1.2 Diesel Hammers; 2.1.3 Hydraulic Hammers; 2.1.4 Pile-driving Vibrators; 2.1.5 Direct-push Pile Installers; 2.1.6 Advantages and Limitations of Driven Piles; 2.2 Caissons and Drilled Shafts; 2.2.1 Advantages and Limitations of Drilled Shafts; 2.2.2 Advantages and Limitations of Slurry; 2.3 Diaphragm Walls, Cut-off Walls and Barrettes; 2.4 Augered, Cast-in-Place Piles; 2.4.1 Advantages and Limitations of ACIP Piles; 2.5 Micropiles or Minipiles; 2.5.1 Applications 2.5.2 Drilled Micropile Type/Classification2.5.3 Relationship between Micropile Application, Design Concept and Construction Type; 2.5.4 Design Aspects; 2.5.5 Nondestructive Testing; 2.5.6 Research and Development; 2.6 Stone Columns and other Soil Improvement Techniques; 2.6.1 Stone Columns; 2.6.2 Deep Mixing; 2.6.3 Permeation Grouting; 2.6.4 Dynamic Compaction; 3How Soils Affect the Choiceof Foundation; 4Traditional, Visual and NewInspection Methods for DeepFoundation Construction; 4.1 Driven Piles; 4.2 Augered, Cast-in-Place Piles; 4.3 Drilled Shafts; 4.3.1 Dry Hole Construction 4.3.2 Wet Hole Construction4.4 The Inspector's Role; 5A Review of Full-scaleLoad-testing Techniques; 5.1 Static Load-Test Techniques - Axial Compression; 5.1.1 Reaction Systems; 5.1.2 Proof Testing; 5.1.3 Load-Transfer Tests; 5.1.4 Quick Load Test; 5.1.5 Constant Rate of Penetration Test; 5.1.6 Bi-directional Load Test (Osterberg Cell); 5.2 Static Load-Test Techniques - Axial Tension; 5.3 Static Load-Test Techniques - Lateral; 6High-strain Testing for Capacityand/or Integrity; 6.1 High-Strain Dynamic (Drop-Weight) Testing of Driven Piles; 6.1.1 The Case Method; 6.1.2 The TNO Method 6.1.3 The Effect of Soil and Other Factors6.2 High-Strain Testing of Drilled Shafts and Augered, Cast-in-Place Piles; 6.2.1 CEBTP Simbat; 6.2.2 SIMBAT Test Methodology; 6.3 Modification of Shaft Head for High-Strain Tests; 6.4 Practical Considerations for Drop-Weight Techniques; 6.4.1 Newton's Apple; 6.5 HSDT Alternatives; 6.5.1 The Statnamic Method; 6.5.2 The Fundex Method; 6.6 Limitations of High-Strain Dynamic Testing; 7Low-strain SurfaceTests - Sonic Echo; 7.1 Sonic Echo (Impulse ECHO); 7.1.1 Test Principle; 7.1.2 Typical Test Procedure; 7.1.3 Data Processing and Display 7.1.4 Effect of Impedance Change |
| Record Nr. | UNISA-996212459203316 |
|
Hertlein Bernhardt H
|
||
| Chichester, England ; ; Hoboken, NJ, : J. Wiley, c2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Nondestructive testing of deep foundations [[electronic resource] /] / Bernard Hertlein and Allen Davis
| Nondestructive testing of deep foundations [[electronic resource] /] / Bernard Hertlein and Allen Davis |
| Autore | Hertlein Bernhardt H |
| Pubbl/distr/stampa | Chichester, England ; ; Hoboken, NJ, : J. Wiley, c2006 |
| Descrizione fisica | 1 online resource (292 p.) |
| Disciplina | 624.150287 |
| Altri autori (Persone) | DavisAllen George |
| Soggetto topico |
Foundations - Testing
Piling (Civil engineering) - Testing Nondestructive testing |
| ISBN |
1-280-73979-7
9786610739790 0-470-03483-1 0-470-03482-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Nondestructive Testing of Deep Foundations; Contents; Foreword; Preface; About the Authors; Acknowledgements; Photography and IllustrationCredits; 1Introduction and a Brief History; 1.1 Introduction; 1.2 A Brief History of Deep Foundations and the Advent of NDT; 1.2.1 Caveat and Acknowledgement; 1.2.2 The History; 1.3 Deep Foundation Failures and NDT; 1.3.1 Esso Oil Tanks, Fawley, Hants, UK; 1.3.2 Neumaier Hall, Moorhead, MN, USA; 1.3.3 Tampa Crosstown Expressway, Tampa, FL, USA; 1.3.4 Yuen Chau Kok, Shatin Area 14B, Phase 2, Hong Kong; 1.4 Deficiencies in Existing Foundations
2 Deep Foundation Construction Methods2.1 Driven Piles - Timber, Steel and Concrete; 2.1.1 Drop-hammers; 2.1.2 Diesel Hammers; 2.1.3 Hydraulic Hammers; 2.1.4 Pile-driving Vibrators; 2.1.5 Direct-push Pile Installers; 2.1.6 Advantages and Limitations of Driven Piles; 2.2 Caissons and Drilled Shafts; 2.2.1 Advantages and Limitations of Drilled Shafts; 2.2.2 Advantages and Limitations of Slurry; 2.3 Diaphragm Walls, Cut-off Walls and Barrettes; 2.4 Augered, Cast-in-Place Piles; 2.4.1 Advantages and Limitations of ACIP Piles; 2.5 Micropiles or Minipiles; 2.5.1 Applications 2.5.2 Drilled Micropile Type/Classification2.5.3 Relationship between Micropile Application, Design Concept and Construction Type; 2.5.4 Design Aspects; 2.5.5 Nondestructive Testing; 2.5.6 Research and Development; 2.6 Stone Columns and other Soil Improvement Techniques; 2.6.1 Stone Columns; 2.6.2 Deep Mixing; 2.6.3 Permeation Grouting; 2.6.4 Dynamic Compaction; 3How Soils Affect the Choiceof Foundation; 4Traditional, Visual and NewInspection Methods for DeepFoundation Construction; 4.1 Driven Piles; 4.2 Augered, Cast-in-Place Piles; 4.3 Drilled Shafts; 4.3.1 Dry Hole Construction 4.3.2 Wet Hole Construction4.4 The Inspector's Role; 5A Review of Full-scaleLoad-testing Techniques; 5.1 Static Load-Test Techniques - Axial Compression; 5.1.1 Reaction Systems; 5.1.2 Proof Testing; 5.1.3 Load-Transfer Tests; 5.1.4 Quick Load Test; 5.1.5 Constant Rate of Penetration Test; 5.1.6 Bi-directional Load Test (Osterberg Cell); 5.2 Static Load-Test Techniques - Axial Tension; 5.3 Static Load-Test Techniques - Lateral; 6High-strain Testing for Capacityand/or Integrity; 6.1 High-Strain Dynamic (Drop-Weight) Testing of Driven Piles; 6.1.1 The Case Method; 6.1.2 The TNO Method 6.1.3 The Effect of Soil and Other Factors6.2 High-Strain Testing of Drilled Shafts and Augered, Cast-in-Place Piles; 6.2.1 CEBTP Simbat; 6.2.2 SIMBAT Test Methodology; 6.3 Modification of Shaft Head for High-Strain Tests; 6.4 Practical Considerations for Drop-Weight Techniques; 6.4.1 Newton's Apple; 6.5 HSDT Alternatives; 6.5.1 The Statnamic Method; 6.5.2 The Fundex Method; 6.6 Limitations of High-Strain Dynamic Testing; 7Low-strain SurfaceTests - Sonic Echo; 7.1 Sonic Echo (Impulse ECHO); 7.1.1 Test Principle; 7.1.2 Typical Test Procedure; 7.1.3 Data Processing and Display 7.1.4 Effect of Impedance Change |
| Record Nr. | UNINA-9910830148603321 |
|
Hertlein Bernhardt H
|
||
| Chichester, England ; ; Hoboken, NJ, : J. Wiley, c2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Nondestructive testing of deep foundations / / Bernard Hertlein and Allen Davis
| Nondestructive testing of deep foundations / / Bernard Hertlein and Allen Davis |
| Autore | Hertlein Bernhardt H |
| Pubbl/distr/stampa | Chichester, England ; ; Hoboken, NJ, : J. Wiley, c2006 |
| Descrizione fisica | 1 online resource (292 p.) |
| Disciplina | 624.1/50287 |
| Altri autori (Persone) | DavisAllen George |
| Soggetto topico |
Foundations - Testing
Piling (Civil engineering) - Testing Nondestructive testing |
| ISBN |
9786610739790
9781280739798 1280739797 9780470034835 0470034831 9780470034828 0470034823 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Nondestructive Testing of Deep Foundations; Contents; Foreword; Preface; About the Authors; Acknowledgements; Photography and IllustrationCredits; 1Introduction and a Brief History; 1.1 Introduction; 1.2 A Brief History of Deep Foundations and the Advent of NDT; 1.2.1 Caveat and Acknowledgement; 1.2.2 The History; 1.3 Deep Foundation Failures and NDT; 1.3.1 Esso Oil Tanks, Fawley, Hants, UK; 1.3.2 Neumaier Hall, Moorhead, MN, USA; 1.3.3 Tampa Crosstown Expressway, Tampa, FL, USA; 1.3.4 Yuen Chau Kok, Shatin Area 14B, Phase 2, Hong Kong; 1.4 Deficiencies in Existing Foundations
2 Deep Foundation Construction Methods2.1 Driven Piles - Timber, Steel and Concrete; 2.1.1 Drop-hammers; 2.1.2 Diesel Hammers; 2.1.3 Hydraulic Hammers; 2.1.4 Pile-driving Vibrators; 2.1.5 Direct-push Pile Installers; 2.1.6 Advantages and Limitations of Driven Piles; 2.2 Caissons and Drilled Shafts; 2.2.1 Advantages and Limitations of Drilled Shafts; 2.2.2 Advantages and Limitations of Slurry; 2.3 Diaphragm Walls, Cut-off Walls and Barrettes; 2.4 Augered, Cast-in-Place Piles; 2.4.1 Advantages and Limitations of ACIP Piles; 2.5 Micropiles or Minipiles; 2.5.1 Applications 2.5.2 Drilled Micropile Type/Classification2.5.3 Relationship between Micropile Application, Design Concept and Construction Type; 2.5.4 Design Aspects; 2.5.5 Nondestructive Testing; 2.5.6 Research and Development; 2.6 Stone Columns and other Soil Improvement Techniques; 2.6.1 Stone Columns; 2.6.2 Deep Mixing; 2.6.3 Permeation Grouting; 2.6.4 Dynamic Compaction; 3How Soils Affect the Choiceof Foundation; 4Traditional, Visual and NewInspection Methods for DeepFoundation Construction; 4.1 Driven Piles; 4.2 Augered, Cast-in-Place Piles; 4.3 Drilled Shafts; 4.3.1 Dry Hole Construction 4.3.2 Wet Hole Construction4.4 The Inspector's Role; 5A Review of Full-scaleLoad-testing Techniques; 5.1 Static Load-Test Techniques - Axial Compression; 5.1.1 Reaction Systems; 5.1.2 Proof Testing; 5.1.3 Load-Transfer Tests; 5.1.4 Quick Load Test; 5.1.5 Constant Rate of Penetration Test; 5.1.6 Bi-directional Load Test (Osterberg Cell); 5.2 Static Load-Test Techniques - Axial Tension; 5.3 Static Load-Test Techniques - Lateral; 6High-strain Testing for Capacityand/or Integrity; 6.1 High-Strain Dynamic (Drop-Weight) Testing of Driven Piles; 6.1.1 The Case Method; 6.1.2 The TNO Method 6.1.3 The Effect of Soil and Other Factors6.2 High-Strain Testing of Drilled Shafts and Augered, Cast-in-Place Piles; 6.2.1 CEBTP Simbat; 6.2.2 SIMBAT Test Methodology; 6.3 Modification of Shaft Head for High-Strain Tests; 6.4 Practical Considerations for Drop-Weight Techniques; 6.4.1 Newton's Apple; 6.5 HSDT Alternatives; 6.5.1 The Statnamic Method; 6.5.2 The Fundex Method; 6.6 Limitations of High-Strain Dynamic Testing; 7Low-strain SurfaceTests - Sonic Echo; 7.1 Sonic Echo (Impulse ECHO); 7.1.1 Test Principle; 7.1.2 Typical Test Procedure; 7.1.3 Data Processing and Display 7.1.4 Effect of Impedance Change |
| Record Nr. | UNINA-9911019463403321 |
|
Hertlein Bernhardt H
|
||
| Chichester, England ; ; Hoboken, NJ, : J. Wiley, c2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural properties of "Nelson pre-cast concrete foundation" wall construction / / by Herbert L. Whittemore, Ambrose H. Stang, and Cyrus C. Fishburn ; sponsored by the Nelson Cement Stone Company, Inc
| Structural properties of "Nelson pre-cast concrete foundation" wall construction / / by Herbert L. Whittemore, Ambrose H. Stang, and Cyrus C. Fishburn ; sponsored by the Nelson Cement Stone Company, Inc |
| Autore | Whittemore Herbert L (Herbert Lucius), <1876-> |
| Pubbl/distr/stampa | Washington, : National Bureau of Standards, : For sale by the Supt. of Docs., U.S. G.P.O., 1939 |
| Descrizione fisica | 1 online resource (ii, 10 pages) : illustrations |
| Altri autori (Persone) |
FishburnCyrus Charles <1892->
StangA. H <1889-1972.> (Ambrose Henry) |
| Collana | Building materials and structures report |
| Soggetto topico |
Concrete walls - Testing
Concrete - Mechanical properties - Testing Foundations - Testing Precast concrete - Testing |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910712942803321 |
|
Whittemore Herbert L (Herbert Lucius), <1876->
|
||
| Washington, : National Bureau of Standards, : For sale by the Supt. of Docs., U.S. G.P.O., 1939 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
