Author: H. A. SimonsPublisher:
ISBN:
Category :
Languages : en
Pages : 8
Book Description
A New Approach to One-dimensional Pile-driving Analysis
Author: H. A. SimonsAdvanced Geotechnical Analyses
Author: P.K. BanerjeePublisher: CRC Press
ISBN: 1851666230
Category : Technology & Engineering
Languages : en
Pages : 426
Book Description
The chapters in this book show that a careful blend of engineering judgement and advanced principles of engineering mechanics may be used to resolve many complex geotechnical engineering problems. It is hoped that these may inspire the geotechnical engineering practice to make more extensive use of them in future.
The Shock and Vibration Digest
Author: Méthodes Numériques de Calcul Des Pieux Pour Les Ouvrages en Mer
Author: Institut Français du Pétrole. Rueil-MalmaisonPublisher: Editions TECHNIP
ISBN: 9782710805007
Category : Technology & Engineering
Languages : en
Pages : 550
Book Description
Application of Stress-wave Theory to Piles
Author: Frans B. J. BarendsPublisher: Taylor & Francis
ISBN: 1351466283
Category : Technology & Engineering
Languages : en
Pages : 737
Book Description
Comprising 97 papers on Geotechnical & environmental aspects (Pile-soil modelling, vibrations); Dynamic testing (Equipment & data acquisition systems); Performance during installation (Driving equipment, hammer-pile-soil system); Reliability of predictions (Theory versus experiment and simulation). Each part starts with a lecture by invited keynote speakers; followed by a general report on the papers. New themes considered are environmental aspects related to vibration and noise & the reliability of predictions emphasizing the validation of theoretical methods & practical experience.
An Improved Soil Model for One-dimensional Pile Driving Analysis
Author: Mark Felton RandolphPublisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 18
Book Description
Journal of Geotechnical Engineering
Author: Pile Driving Analysis for Pile Design and Quality Assurance
Author: Rodrigo SalgadoPublisher:
ISBN: 9781622604791
Category :
Languages : en
Pages :
Book Description
Driven piles are commonly used in foundation engineering. The most accurate measurement of pile capacity is achieved from measurements made during static load tests. Static load tests, however, may be too expensive for certain projects. In these cases, indirect estimates of the pile capacity can be made through dynamic measurements. These estimates can be performed either through pile driving formulae or through analytical methods, such as the Case method.Pile driving formulae, which relate the pile set per blow to the capacity of the pile, are frequently used to determine whether the pile has achieved its design capacity. However, existing formulae have numerous shortcomings. These formulae are based on empirical observations and lack scientific validation. This report details the development of more accurate and reliable pile driving formulae developed from advanced one-dimensional FE simulations. These formulae are derived for piles installed in five typical soil profiles: a floating pile in sand, an end¿bearing pile in sand, a floating pile in clay, an end¿bearing pile in clay and a pile crossing a normally consolidated clay layer and resting on a dense sand layer. The proposed driving formulae are validated through well-documented case histories of full-scale instrumented driven piles. The proposed formulae are more accurate and reliable on average than other existing methods for the case histories considered in this study.This report also discusses the development of a pile driving control system, a fully integrated system developed by Purdue that can be used to collect, process, and analyze data to estimate the capacities of piles using the Case method and the pile driving formulae developed at Purdue.
The Application of Stress-wave Theory to Piles
Author: Jaime Alberto dos SantosPublisher: IOS Press
ISBN: 9781586039097
Category : Science
Languages : en
Pages : 772
Book Description
"This volume contains 101 papers presented at the 8th International Conference on the Application of Stress Wave Theory to Piles, held in Lisbon, Portugal in 2008." "It is divided in 14 chapters according to the conference themes: Wave mechanics applied to pile engineering; Relationship between static resistance to driving and long-term static soil resistance; Case histories involving measurementand analysis of stress waves; Dynamic monitoring of driven piles; Dynamic soil-pile interaction models - numerical and physical modeling; High-strain dynamic test; Low-strain dynamic test; Rapid-load test; Monitoring and analysis of vibratory driven piles; Correlation of dynamic and static load tests; Quality assurance of deep foundations using dynamic methods; Incorporation of dynamic testing into design codes and testing standards; Ground vibrations induced by pile motions; Dynamic measurements in ground field testing." "This conference aims to contribute to a better and more efficient professional interaction between specialized contractors, designers and academicians. By joining the contribution of all of them it was possible to elucidate the today's state-of-the-art in science, technology and practice in the application of stress wave theory to piles."--BOOK JACKET.
Author: