Detalles MARC
| 000 -Cabecera |
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| Campo de control de longitud fija |
08910nam a2200301 a 4500 |
| 003 - Identificador del Número de control |
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| Identificador del número de control |
AR-sfUTN |
| 008 - Códigos de información de longitud fija-Información general |
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| Códigos de información de longitud fija |
170717s1996 ||||| |||| 00| 0 eng d |
| 040 ## - Fuente de la catalogación |
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| Centro transcriptor |
AR-sfUTN |
| 041 ## - Código de lengua |
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| Código de lengua del texto |
eng |
| 080 ## - CDU |
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| Clasificación Decimal Universal |
624.154(063) IN8 |
| Edición de la CDU |
2000 |
| 111 2# - Punto de acceso principal-Nombre de congreso |
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| Nombre de congreso o nombre de jurisdicción como elemento inicial |
International Conference on the Application of Stress-Wave Theory to Piles (5th. : 1996 sep. 11-13 : Orlando, Florida) |
| 9 (RLIN) |
563 |
| 245 10 - Mención de título |
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| Título |
Stresswave '96 : |
| Resto del título |
fifth International Conference on the Application of Stress-Wave Theory to Piles / |
| Mención de responsabilidad |
International Conference on the Application of Stress-Wave Theory to Piles (5th. : 1996 sep. 11-13 : Orlando, Florida) |
| 260 ## - Publicación, distribución, etc. (pie de imprenta) |
|---|
| Lugar de publicación, distribución, etc. |
[Gainesville, FL] : |
| Nombre del editor, distribuidor, etc. |
[University of Florida], |
| Fecha de publicación, distribución, etc. |
1996 |
| 300 ## - Descripción física |
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| Extensión |
1185 p. |
| 336 ## - Tipo de contenido |
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| Fuente |
rdacontent |
| Término de tipo de contenido |
texto |
| Código de tipo de contenido |
txt |
| 337 ## - Tipo de medio |
|---|
| Fuente |
rdamedia |
| Nombre del tipo de medio |
sin mediación |
| Código del tipo de medio |
n |
| 338 ## - Tipo de soporte |
|---|
| Fuente |
rdacarrier |
| Nombre del tipo de soporte |
volumen |
| Código del tipo de soporte |
nc |
| 505 80 - Nota de contenido con formato |
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| Nota de contenido con formato |
CONTENIDO<br/>Keynote Lecture<br/>Reflections on Pile Dynamics K1<br/> Session 1 - Equipment<br/>Dynamic Model Pile Testing with Pore Pressure Measurements 1<br/>Underwater Dynamic Testing 12<br/>Use of an Instrumented Follower 18<br/> In-Situ Measurement of Soil-Motion Near the Toe of a Dynamically Loaded Pile 26<br/>Session 2 - Theory<br/>Estimating Damping Constant of the Pile Soil System Directly from Measured Displacement using Hilbert Transform Technique 37<br/>Closed Form Solution to Wave Equation for Steam and Hydraulic Hammers 55<br/>The Wavelet Effect Theory and the Waveshape Character of Dynamic Pile Tests 68<br/>Theoretical Analysis of the Pile Driving Formula 81<br/>Increase of Skin Friction Resistance on Single Pile Due to Pile Group Effect in Sandy Soils 89<br/>Development and Potential of the Wave Equation in Closed Form as Applied to Pile Dynamics 98 <br/>Session 3 - Wave Equation Models<br/>Laboratory Test-Based Wave Equation Analysis of Friction Piles in Clay 113<br/>Soil Damping in Wave Equation Analysis of Pile Capacity 128<br/>Wave Equation Correlation Studies 144<br/>Wave Equation Soil Constants from Dynamic Measurements on SPT 163<br/>Session 4 - Wave Equation Models<br/>Identification of Soil-Pile interaction Model parameters from HST Data 176<br/>Modeling Nonlinear Pile-Soil Interaction: Inertia and Seismic Response 188<br/>Soil Inertia and the Use of Pseudo Viscous Damping Parameters 203<br/>A Soil Plug Study 217<br/>Session 5 - Dynamic Testing<br/>Dynamic Testing of Steel Pipe Piles 228<br/>The Research of "Blind Region" in Dynamic Pile Testing 235<br/>PDA Practice in Switzerland: some unusual examples 246<br/>Dynamic Pile Tests on PSp 1000 Double Sheet Piles 255<br/>On the Application of PDA Dynamic Pile Testing 263<br/>Session 6 - Capacity<br/>Dynamic Load Test Method with Variable Energy 274<br/>An Approach to Define the Continuous Driving Mobilized Resistance 282<br/>Dynamic Tension Waves and their Use for the Determination of the Uplift Capacity of Piles 290<br/> Dynamic Soil Responses of Impact Pile Driving. A Case History Study 300<br/>The Evaluation of Soil Resistance During Continuous Driving in Calcareous Soils 313<br/>Session 7 - Capacity<br/>Dynamic Analyses and Time Dependent Pile Capacity 325<br/>A New Method for Determining the Pile Bearing Capacity in High Strain Tests 340<br/>Compression and Uplift Static Capacity of Driven H-Piles 350<br/>Pile Capacity Estimation Using New HST Interpretation Method 367<br/>Determining Soil Resistance from Pile Driving by Using an Accelerator 382<br/>Session 8 - Signal Matching<br/>A Discussion on the Uniqueness of CAPWAP-type Analyses 394<br/>Bearing Capacity Evaluation of the Soil-Cement Injected Pile Using CAPWAP 409<br/>Stress Wave Matching by Neutral Network 420<br/>Multiple Blow CAPWAP Analysis of Pile Dynamic Records 435<br/>Session 9 - Prediction Reliability<br/>CAPWAP Correlation Studies 447<br/>Reliability of Dynamic Load Testing Compared with Soil Parameters: A Case Study of Foundation Piles of Noetsu Bridge 465<br/>Dynamic Monitoring Program Results Indicator Pile Tests I-880 480<br/>Conditions of Reliable Predictions from Dynamic Pile Load Tests 495<br/>The Combined Utilization of the Static Loading Test and the Dynamic Test for Piles 506<br/>Session 10 - Driveability<br/>Residual Stress Systems Arising from Different Methods of Pile Installation 518<br/>Theoretical Study of Pile Driving 529<br/>Use of Dynamic Load Testing in the Design and Construction Control of Foundation Piles of Noetsu Bridge 544 <br/>Pile Driving Beneath an Operational Railroad Bridge 560<br/>Session 11 - Driveability<br/>An Improved Pile Drivability Method for Soft and Hard Clays from Offshore Pile Driving Case Histories 573 <br/>Dynamic Testing in Pile Driving Test Programs and Production 587<br/>An Optimized Pile Foundation: A Case History 596<br/>Session 12 - Integrity Drilled Shafts<br/>Distinguish Rock-Socketed Status of Pile Toe by Low Strain Testing 607<br/>Experiences with Low Strain Integrity Testing of Cast Insitu Piles 612<br/>Low-Strain Integrity Testing as Quality Control of Old Piles for Reintegration in a New Foundation 626<br/>Jet Grouting Column Integrity Testing 633<br/>Session 13 - Integrity Drilled Shafts<br/>Integrity Testing of Foundation Piles in Bangladesh - A Case Study 644<br/>Integrity Testing of Mixed-in-Place Pile and Velocity Determination 657<br/>Quality Control of Bored Piles with Bulb Basement by Integrity Testing 661<br/>Session 14 A - Integrity Sonic<br/> Three Stress-Wave Methods for the Determination of Unknown Pile Depth 673<br/>Evaluation of Defect Detection During Pile Curing Using Sonic Integrity Logging Methods 688<br/>Comparison of Cross Hole and Single Hole Sonic Integrity Logging Methods 698<br/>Effects of Intervening Structure on Impulse Response Signals 708<br/>Disperse Wave Propagation Analysis for Condition Assessment of Marine Timber Piles 721<br/>Determining Embedment Depths of Deep Foundations Using Non-Destructive Methods 733<br/>Session 14 B - Large Piles<br/>Dynamic Testing of Barretes for a Cement Silo Project 748<br/>Selection of a Hammer for High-Strain Dynamic Testing of Cast-in-place Shafts 759<br/>Use of Dynamic Tests During Driving of Large Diameter Piles in Marsh Soils 773<br/>Determination of the Bearing Capacity of a Large Diameter Pile from Dynamic Loading Test 788<br/>Determining the Bearing Capacity of Larger-Diameter Cast-in-Situ Piles by High-Strain Pile-Testing 797<br/>High Strain Dynamic Testing of Cast in-situ Piles in the UAE 805<br/>Session 15 A - Integrity Low Strain<br/>Integrity Testing of Concrete-Filled Steel Tube Piles 823<br/>Some Experiences of Low-Strain Tests on Piles of Known Geometry 831<br/>Investigations of Subsurface Bridge Foundation Conditions in Alabama 846<br/>Low Strain Testing of Piles Utilizing Two Acceleration Signals 859<br/>15 B - Hammer Performance<br/>Velocity-Impedance-Energy Relationships for Driven Piles 870<br/>Pile Driving Analysis - Hammer Performance During Continuous Driving 891<br/>Driving Stress Control During Installation of Precast Prestressed Cylindrical Concrete Piles 903<br/>Hammer Performance Evaluations 912<br/>Session 16 A - Integrity Low Strain<br/>Integrity Testing in the 1995 Hanshin Earthquake 928<br/>Quantitative Analysis for Pile Integrity 939<br/>Interpretation of Low Strain Pile Testing Records 945<br/>Detection Limits of Integrity Testing 960<br/>Session 16 B - Integrity High Strain<br/>Use of the Pile Driving Analyzer to Determine Construction Inadequacies in Bored Piles 965<br/>Assessment of Pile Integrity and the Mobilized Bearing Resistance using Mid-range Dynamic Test 971<br/>Pile Damage Assessment Using the Pile Driving Analyzer 980<br/>Determination of the Steel Pipe Pile Length and Bearing Capacity of Main-Tower Foundation on Shanghai Yang-Pu Bridge 991<br/>Session 17 A - Statnamic<br/>Statnamic Tests on Offshore Steel Pipe Piles for Foundations of Access Bridge for New Kita-Kyushu Airport 997<br/>Wave Propagation Phenomena in Statnamic Tests of a Steel Pipe Pile 1015<br/>Pseudo Static Pile Load Tester 1031<br/>A Review of the Analysis of Statnamic Pile Tests 1038<br/>The Use of a Signal-Match Approach to the Analysis of Statnamic Tests 1051<br/>The Influence of Stress Wave Phenomena during Statnamic Load Testing 1062<br/>Session 17 B - Vibratory<br/>Numerical Study of Vibratory Pile Driving 1078<br/>High Amplitude Impact Vibration Tests: A Hydraulic Gradient Pile Simulation 1089<br/>A Method to Predict the Drivability of Vibratory Driven Piles 1101<br/>A New Model for the Vibration of Circular Pile Foundations 1113<br/>Effects of Vibro-Dynamics on Pile Driving 1127<br/>Miscelaneous Topics<br/>An Improved Method for the Real Time Calculation of Soil Resistance During Driving 1132<br/>Analysis of Vibrational Frequencies and Motion Responses of Pile Excited by Impulse 1144<br/>Model Pile Behavior During Driving in Sand 1149<br/>Application of PDA Dynamic-Testing Method to Large Diameter Bored Piles 1159<br/>Finding the Length of Installed Steel H-Piles by Dispersive Bending Wave Propagation Methods 1172<br/> |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
ONDAS DE ESFUERZO |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
PILOTAJE |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
COMUNICACIONES A CONGRESOS |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
STRESS WAVES |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
PILING (CIVIL ENGINEERING) |
| 650 ## - Punto de acceso adicional de materia - Término de materia |
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| Término de materia |
CONGRESSES |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Tipo de ítem Koha |
Libro |
| Esquema de clasificación |
Clasificación Decinal Universal |
