Application of Stress-Wave Theory to Piles

Cover
Half Title
Title Page
Copyright Page
Table of Contents
Preface
1: Geotechnical and Environmental Aspects
Keynote Lecture: Dynamic and Static Soil Models for Axial Pile Response
Keynote Lecture: Static and Dynamic Soil Displacements Caused by Pile Driving
General Report 1: Geotechnical and Environmental Aspects
Physical and Numerical Simulation of Lateral Shaft Friction Along Driven Piles
Soil Stresses After Installation of Driven Piles
The Effect of Confining Stress and Void Ratio on the Rate Effect Parameter for Driven Open-Ended Piles
Prediction and Monitoring of Pile Driving Vibrations in the ‘St-Laurens’ Church, Rotterdam
Environmental Impact of Pile-Driving
Pile Resistances at a Dense Sand Site
Influence of Underground gas Cushions on the Wave Propagation of Ground Vibrations
Accuracy in Numerical Analysis of Pile-Driving Dynamics
Pile Settlement Behaviour: An Accurate Model
Determination of Wave Equation Soil Constants from the Standard Penetration Test
Analysis of Ground Vibrations Generated by Pile Driving - Application of Pile Driving Analysis to Environmental Problem
Theoretical Interpretation of Smith’ Model Parameters
A Solution for High Damping Constants in Sands
Energy Transfer in SPT - Rod Length Effect
The Installation of Driven Piles in the Upper Chalk of the Amethyst Field
Investigation of Dynamic Soil Resistance on Piles using GRLWEAP
A Comparison of Static and Dynamic Pile Test Results
The Instantaneous Liquefaction of Silty Soils During Installation of Displacement Piles
Prediction of Vibrations Due to Pile Driving
Pile Driving Induced Vibrations as a Source of Industrial Seismology
Relationship Between Case and Hysteretic Damping
Wave Propagation in Elastic Pile while Considering Transverse Displacement
2: Dynamic Testing
Keynote Lecture: Technology of Pile Dynamic Testing
General Report 2: Dynamic Testing
Dynamic Testing of Enlarged Base Franki Piles
Application of Sonic Tomography in the Integrity Testing of Concrete Piles
Dynamic Pile Testing at Gwadar: A Case History
TNOWAVE Automatic Signal Matching
Applicability of High-Strain Dynamic Testing to Large Diameter Cast-in-Place Piles
Determination of the Penetration Energy in the Standard Penetration Test
Dynamic Pile Tests on Sheet Piles
Integrity Testing on Model Piles
The Appraisal of Results from PDA High Strain Dynamic Tests on Large and Long Drilled Piles
The Application of PDA on Weak Soil in Fujian China
Dynamic Pile Monitoring on the Manmade Island in Trans Tokyo Bay Highway
Performance of Steel Pipe Piles Driven in Pleistocene Clays
Study on Open Toe Pile Driving Instrumentation Considering Soil Plug Effect in Sand
Diagnosis of Cast-In-Situ Piles Resting on Rock by FPDS
Computer-Integrated Pile Test Equipment
Quantifying Pile Defects by Integrity Testing
Estimation of Bearing Capacity of Steel Pipe Pile by Static Loading Test and Stress-Wave Theory
Application of Dynamic Loading Test on Composite Steel Tubular Pile with Mortar-Bulb
Dynamic and Sonic Pile Integrity Testing - A Contractor’s Experience
A New Method for Estimating the Bearing Capacity of a Cast-in-Place Pile
New Development of Pile Driving Management System
Pile Integrity Testing in The Netherlands
Installation of a System for Dynamic Measurement of a Model Pile
3: Performance During Installation
Keynote Lecture: Influence of the Post-Foundation with Pilings on the Existing Historical Foundation
General Report 3: Performance During Installation
Determination of Stresses in Pile Head Using Method of Sears
Adjustment Factors for Field Control of Pile Driving
Improved Pile Driving Prediction for Impact Hammers and Vibratory Hammers
Dynamic and Static Testing for Pile Capacity in a Fine-Grained Soil
Dynamic Testing on Piles in Cohesive Soil
The Relation Between Soil-Parameters and One-Dimensional Toe-Models
Dynamics of Pile Driving as a Function of Ram Drop Height
Dynamic Tests of Long Steel H Piles in Shanghai
Evaluation of Measurements for Vibratory Hammers
Fatigue in Vibro-Tubes
Piling and Monitoring of Large Diameter Closed-Toe Pipe Piles
Performance of Precast Concrete Jointed Piles at a Fertilizer Plant
Improvement of Offshore Platform Installation Procedures on the Basis of Pile Driving Monitoring Data
Stresses in Reinforcement of Pretensioned Piles During Driving
Dynamic Measurements of the Becker Penetration Test with Implications for Pile Driving
A Case History of Prestressed Concrete Pile Splice Problems
Robotics for Centrifuge Simulation of Pile Driving and Testing
4: Reliability of Predictions
Keynote Lecture: Problems of Reconciling Stress Wave Measurements with Theory
General Report 4: Reliability of Predictions
A New Design Method of (Rammed) Piles
Dynamic Loading Test Curves
Comparative Study on the Load Bearing Capacity of Driven Steel H Piles in a Layered Marl
Predictions of Pile Performance Using Dynamic Testing
Pile Integrity Analysis from Lateral Mechanical Admittances
A New Way for the Dynamic Static Equivalence Load
Back-Analyses of Closed-End Pipe Piles for an Offshore Platform
Analytical Evaluation of Defective Piles
Bearing Capacity of Open-Ended and Closed-Ended Steel Pipe Piles
Pile Integrity Testing as a Problem of on Site Quality Control
Statnamic Load Testing of Foundation Piles
Large Scale Model Piles, Measured and Calculated Response During Driving
Energy Approach for Capacity Evaluation of Driven Piles
Applicability of Wave Equation to Determine Precast Pile Capacity - A Case Study
Pile Integrity Testing and Analysis
The Effects of Pile Relaxation on Toe Capacity and Stiffness
Pile Integrity by Low Strain Impacts - A State-of-the-Art
Relationship Between Capacity and Head Stiffness of Piles
Large-Scale Static and Dynamic Pile Tests Under Laboratory-Controlled Conditions
Method for Estimating the Shape of Cast In-Situ Concrete Piles Based on the Stress-Wave Theory
Effects of Inspection on the Reliability of Foundation Piles
Ability of Dynamic Testing and Evaluation of Bearing Capacity Recovery from Excess Pore Pressure Measured in the Field
Variations in Resistance Distribution Obtained from Stress Wave Analysis
On the Advantages and Limitations of Hydro-Electric Effect Method
Determination of Bearing Capacity of Piles Using Modified Delmag Dynamic Formula
Author's Response to the Comments of the General Reports
Physical and Numerical Simulation of Lateral Shaft Friction Along Driven Piles
Pile Settlement Behaviour: An Accurate Model
A Solution for High damping Constants in Sands
Investigation of Dynamic Soil Resistance on Piles Using GRLWEAP
Pile Driving Induced Vibrations as a Source of Industrial Seismology
Relationship Between Case and Hysteretic Damping
Performance of Steel Pipe Piles Driven in Pleistocene Clays
Quantifying Pile Defects by Integrity Testing
Evaluation of Measurements for Vibratory Hammers
Fatigue in Vibro-Tubes
Dynamic Pile Testing and Analysis Using Expert System Methods
Piling and Monitoring of Large Diameter Closed-Toe Pipe Piles
Stresses in Reinforcement of Pretensioned Piles During Driving
Dynamic Loading Test Curves
Back-Analyses of Closed-End Pipe Piles for an Offshore Platform
Pile Integrity Testing as a Problem of on Site Quality Control
Energy Approach for Capacity Evaluation of Driven Piles
Pile Integrity Testing and Analysis
Ability of Dynamic Testing and Evaluation of Bearing Capacity Recovery From Excess Pore Pressure Measured in the Field
Author Index