000 08910nam a2200301 a 4500
999 _c13459
_d13459
003 AR-sfUTN
008 170717s1996 ||||| |||| 00| 0 eng d
040 _cAR-sfUTN
041 _aeng
080 _a624.154(063) IN8
_22000
111 2 _aInternational Conference on the Application of Stress-Wave Theory to Piles (5th. : 1996 sep. 11-13 : Orlando, Florida)
_9563
245 1 0 _aStresswave '96 :
_bfifth International Conference on the Application of Stress-Wave Theory to Piles /
_cInternational Conference on the Application of Stress-Wave Theory to Piles (5th. : 1996 sep. 11-13 : Orlando, Florida)
260 _a[Gainesville, FL] :
_b[University of Florida],
_c1996
300 _a1185 p.
336 _2rdacontent
_atexto
_btxt
337 _2rdamedia
_asin mediación
_bn
338 _2rdacarrier
_avolumen
_bnc
505 8 0 _aCONTENIDO Keynote Lecture Reflections on Pile Dynamics K1 Session 1 - Equipment Dynamic Model Pile Testing with Pore Pressure Measurements 1 Underwater Dynamic Testing 12 Use of an Instrumented Follower 18 In-Situ Measurement of Soil-Motion Near the Toe of a Dynamically Loaded Pile 26 Session 2 - Theory Estimating Damping Constant of the Pile Soil System Directly from Measured Displacement using Hilbert Transform Technique 37 Closed Form Solution to Wave Equation for Steam and Hydraulic Hammers 55 The Wavelet Effect Theory and the Waveshape Character of Dynamic Pile Tests 68 Theoretical Analysis of the Pile Driving Formula 81 Increase of Skin Friction Resistance on Single Pile Due to Pile Group Effect in Sandy Soils 89 Development and Potential of the Wave Equation in Closed Form as Applied to Pile Dynamics 98 Session 3 - Wave Equation Models Laboratory Test-Based Wave Equation Analysis of Friction Piles in Clay 113 Soil Damping in Wave Equation Analysis of Pile Capacity 128 Wave Equation Correlation Studies 144 Wave Equation Soil Constants from Dynamic Measurements on SPT 163 Session 4 - Wave Equation Models Identification of Soil-Pile interaction Model parameters from HST Data 176 Modeling Nonlinear Pile-Soil Interaction: Inertia and Seismic Response 188 Soil Inertia and the Use of Pseudo Viscous Damping Parameters 203 A Soil Plug Study 217 Session 5 - Dynamic Testing Dynamic Testing of Steel Pipe Piles 228 The Research of "Blind Region" in Dynamic Pile Testing 235 PDA Practice in Switzerland: some unusual examples 246 Dynamic Pile Tests on PSp 1000 Double Sheet Piles 255 On the Application of PDA Dynamic Pile Testing 263 Session 6 - Capacity Dynamic Load Test Method with Variable Energy 274 An Approach to Define the Continuous Driving Mobilized Resistance 282 Dynamic Tension Waves and their Use for the Determination of the Uplift Capacity of Piles 290 Dynamic Soil Responses of Impact Pile Driving. A Case History Study 300 The Evaluation of Soil Resistance During Continuous Driving in Calcareous Soils 313 Session 7 - Capacity Dynamic Analyses and Time Dependent Pile Capacity 325 A New Method for Determining the Pile Bearing Capacity in High Strain Tests 340 Compression and Uplift Static Capacity of Driven H-Piles 350 Pile Capacity Estimation Using New HST Interpretation Method 367 Determining Soil Resistance from Pile Driving by Using an Accelerator 382 Session 8 - Signal Matching A Discussion on the Uniqueness of CAPWAP-type Analyses 394 Bearing Capacity Evaluation of the Soil-Cement Injected Pile Using CAPWAP 409 Stress Wave Matching by Neutral Network 420 Multiple Blow CAPWAP Analysis of Pile Dynamic Records 435 Session 9 - Prediction Reliability CAPWAP Correlation Studies 447 Reliability of Dynamic Load Testing Compared with Soil Parameters: A Case Study of Foundation Piles of Noetsu Bridge 465 Dynamic Monitoring Program Results Indicator Pile Tests I-880 480 Conditions of Reliable Predictions from Dynamic Pile Load Tests 495 The Combined Utilization of the Static Loading Test and the Dynamic Test for Piles 506 Session 10 - Driveability Residual Stress Systems Arising from Different Methods of Pile Installation 518 Theoretical Study of Pile Driving 529 Use of Dynamic Load Testing in the Design and Construction Control of Foundation Piles of Noetsu Bridge 544 Pile Driving Beneath an Operational Railroad Bridge 560 Session 11 - Driveability An Improved Pile Drivability Method for Soft and Hard Clays from Offshore Pile Driving Case Histories 573 Dynamic Testing in Pile Driving Test Programs and Production 587 An Optimized Pile Foundation: A Case History 596 Session 12 - Integrity Drilled Shafts Distinguish Rock-Socketed Status of Pile Toe by Low Strain Testing 607 Experiences with Low Strain Integrity Testing of Cast Insitu Piles 612 Low-Strain Integrity Testing as Quality Control of Old Piles for Reintegration in a New Foundation 626 Jet Grouting Column Integrity Testing 633 Session 13 - Integrity Drilled Shafts Integrity Testing of Foundation Piles in Bangladesh - A Case Study 644 Integrity Testing of Mixed-in-Place Pile and Velocity Determination 657 Quality Control of Bored Piles with Bulb Basement by Integrity Testing 661 Session 14 A - Integrity Sonic Three Stress-Wave Methods for the Determination of Unknown Pile Depth 673 Evaluation of Defect Detection During Pile Curing Using Sonic Integrity Logging Methods 688 Comparison of Cross Hole and Single Hole Sonic Integrity Logging Methods 698 Effects of Intervening Structure on Impulse Response Signals 708 Disperse Wave Propagation Analysis for Condition Assessment of Marine Timber Piles 721 Determining Embedment Depths of Deep Foundations Using Non-Destructive Methods 733 Session 14 B - Large Piles Dynamic Testing of Barretes for a Cement Silo Project 748 Selection of a Hammer for High-Strain Dynamic Testing of Cast-in-place Shafts 759 Use of Dynamic Tests During Driving of Large Diameter Piles in Marsh Soils 773 Determination of the Bearing Capacity of a Large Diameter Pile from Dynamic Loading Test 788 Determining the Bearing Capacity of Larger-Diameter Cast-in-Situ Piles by High-Strain Pile-Testing 797 High Strain Dynamic Testing of Cast in-situ Piles in the UAE 805 Session 15 A - Integrity Low Strain Integrity Testing of Concrete-Filled Steel Tube Piles 823 Some Experiences of Low-Strain Tests on Piles of Known Geometry 831 Investigations of Subsurface Bridge Foundation Conditions in Alabama 846 Low Strain Testing of Piles Utilizing Two Acceleration Signals 859 15 B - Hammer Performance Velocity-Impedance-Energy Relationships for Driven Piles 870 Pile Driving Analysis - Hammer Performance During Continuous Driving 891 Driving Stress Control During Installation of Precast Prestressed Cylindrical Concrete Piles 903 Hammer Performance Evaluations 912 Session 16 A - Integrity Low Strain Integrity Testing in the 1995 Hanshin Earthquake 928 Quantitative Analysis for Pile Integrity 939 Interpretation of Low Strain Pile Testing Records 945 Detection Limits of Integrity Testing 960 Session 16 B - Integrity High Strain Use of the Pile Driving Analyzer to Determine Construction Inadequacies in Bored Piles 965 Assessment of Pile Integrity and the Mobilized Bearing Resistance using Mid-range Dynamic Test 971 Pile Damage Assessment Using the Pile Driving Analyzer 980 Determination of the Steel Pipe Pile Length and Bearing Capacity of Main-Tower Foundation on Shanghai Yang-Pu Bridge 991 Session 17 A - Statnamic Statnamic Tests on Offshore Steel Pipe Piles for Foundations of Access Bridge for New Kita-Kyushu Airport 997 Wave Propagation Phenomena in Statnamic Tests of a Steel Pipe Pile 1015 Pseudo Static Pile Load Tester 1031 A Review of the Analysis of Statnamic Pile Tests 1038 The Use of a Signal-Match Approach to the Analysis of Statnamic Tests 1051 The Influence of Stress Wave Phenomena during Statnamic Load Testing 1062 Session 17 B - Vibratory Numerical Study of Vibratory Pile Driving 1078 High Amplitude Impact Vibration Tests: A Hydraulic Gradient Pile Simulation 1089 A Method to Predict the Drivability of Vibratory Driven Piles 1101 A New Model for the Vibration of Circular Pile Foundations 1113 Effects of Vibro-Dynamics on Pile Driving 1127 Miscelaneous Topics An Improved Method for the Real Time Calculation of Soil Resistance During Driving 1132 Analysis of Vibrational Frequencies and Motion Responses of Pile Excited by Impulse 1144 Model Pile Behavior During Driving in Sand 1149 Application of PDA Dynamic-Testing Method to Large Diameter Bored Piles 1159 Finding the Length of Installed Steel H-Piles by Dispersive Bending Wave Propagation Methods 1172
650 _aONDAS DE ESFUERZO
650 _aPILOTAJE
650 _aCOMUNICACIONES A CONGRESOS
650 _aSTRESS WAVES
650 _aPILING (CIVIL ENGINEERING)
650 _aCONGRESSES
942 _cBK
_2udc