| article# |
description |
author(s) |
| 591 |
American Practice in Design and Installation of Driven Piles for Structure Support |
Hal W. Hunt |
| 592 |
Depth of Borings, Length of Piles, Landslides, Erosion, and a Moose Hunt (A Case History of a Comedy of Mistakes) |
Bengt H. Fellenius |
| 593 |
Wharf Reconstruction at Gaspe Sandy Beach |
Andre Moison, E. Jacoby |
| 594 |
Analysis of Vibratory Driven Pile |
Sherril Gardner; Naval Civil Engineering Laboratory, Port Hueneme, California |
| 595 |
Application of, and Experience with, an Electronically-Controlled Hydraulic Piling Hammer |
D. Arentsen; IHC Hydrohammer, The Netherlands |
| 596 |
Comparison of Static Load Test and Dynamic Pile Testing Results |
Patrick J. Hannigan; STS Consultants, Inc., Fairfax, Virginia, USA Scott D. Webster; STS Consultants, Inc., Fairfax, Virginia, USA |
| 597 |
Computation of the Load/Settlement Behavior of HP-Bearing Piles |
Dr.Ir. E.E. de Beer; State University Ghent/Belgium Ir. L. Weber; TradeARBED/Luxembourg |
| 598 |
Current Pile Driving Practices in The United States |
Alan G. Mackinnon; The Foundation Equipment Corporation, Dover, Ohio |
| 599 |
Deep Foundation Construction using "Top/Down" Building Techniques in The United States |
David C. Lager Edward Jacobsen James Cahill |
| 600 |
Driving and Testing of 75m long H-Piles in Shanghai |
Lucien Weber; TradeARBED, Luxembourg |
| 601 |
Dynamic Testing for Bored Pile Bearing Capacity |
Jorn M. Seitz; Bilfinger + Berger Bau AG, Mannheim, FRG Frank Rausche; Goble Rausche Likins and Associates, Inc., Cleveland, Ohio |
| 602 |
Ground Improvement for the Deep Foundation of a 650m long Quay Wall in the Port of Hamburg |
Ing. Peter Arz; Bilfinger + Berger Bau AG, Mannheim, FRG |
| 603 |
Integrity Testing of Deep Foundations |
R.T. Stain; CEBTP Limited D. Johns; Scott Wilson Kirkpatrick & Partners |
| 604 |
Laboratory Validation of In-Situ Tests |
R. Bellotti, V. Crippa, P. Morabito, & S. Pedroni; ENEL-CRIS, Milan, Italy G. Baldi, C. Fretti, D. Ostricati; ISMES, Bergamo, Italy V. Ghionna, M. Jamiolkowski, E. Pasqualini; Technical University of Torino |
| 605 |
Uplift Capacity of Drilled Piers in Clay |
Braja M. Das, Professor, The University of Texas at El Paso |
| 606 |
Bearing Capacity of Piles Using Cavity Expansion Theory |
R. Bellotti; ENEL-CRIS, Milan, Italy V.N. Ghionna; Technical University of Turin, Turin, Italy R.D. Holtz; Purdue University, Lafayette, Indiana and Studio Geotecnico Italiano, Milan, Italy M. Jamiolkowski; Technical University of Tur |
| 607 |
Mathemetical Background for the Design of Rotating Machinery Foundations with Deep Piles |
Marius B. Wchsler; Consulting Engineer, Downery, California |
| 608 |
In Luxembourg-Walferdange 2 Problems Concerning the Geodynamic Motions for the Planet Earth are Studied Since 1963 |
J.A. Flick |
| 609 |
Renovation of the Amsterdam Concert Hall |
Alexander J. Verstraeten; Fundex Piling, The Netherlands |
| 610 |
Sonic Integrity Testing |
A.F. van Weele; Institute TNO for Building Materials and Structures, Delft, The Netherlands |
| 611 |
Steel Pile Foundations for Transmission Line Towers, as used in Western Europe |
Alexander J. Vertraeten; Fundex Piling, The Netherlands |
| 612 |
The Theory of the Expansion of Cavities Applied to Pile Installation |
D.A. Ponniah; University of Edinburgh, UK R. McAnoy; Taywood Engineering Ltd., UK |
