(IC-1987) Proceedings - Second International Conference - Piling and Deep Foundations, 1987, Luxembourg

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
Depth of Borings, Length of Piles, Landslides, Erosion, and a Moose Hunt (A Case History of a Comedy of Mistakes) Bengt H. Fellenius
Wharf Reconstruction at Gaspe Sandy Beach Andre Moison, E. Jacoby
Analysis of Vibratory Driven Pile Sherril Gardner; Naval Civil Engineering Laboratory, Port Hueneme, California
Application of, and Experience with, an Electronically-Controlled Hydraulic Piling Hammer D. Arentsen; IHC Hydrohammer, The Netherlands
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
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
Current Pile Driving Practices in The United States Alan G. Mackinnon; The Foundation Equipment Corporation, Dover, Ohio
Deep Foundation Construction using "Top/Down" Building Techniques in The United States David C. Lager Edward Jacobsen James Cahill
American Practice in Design and Installation of Driven Piles for Structure Support Hal W. Hunt
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
The Theory of the Expansion of Cavities Applied to Pile Installation D.A. Ponniah; University of Edinburgh, UK R. McAnoy; Taywood Engineering Ltd., UK
Integrity Testing of Deep Foundations R.T. Stain; CEBTP Limited D. Johns; Scott Wilson Kirkpatrick & Partners
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
Uplift Capacity of Drilled Piers in Clay Braja M. Das, Professor, The University of Texas at El Paso
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
Mathemetical Background for the Design of Rotating Machinery Foundations with Deep Piles Marius B. Wchsler; Consulting Engineer, Downery, California
In Luxembourg-Walferdange 2 Problems Concerning the Geodynamic Motions for the Planet Earth are Studied Since 1963 J.A. Flick
Renovation of the Amsterdam Concert Hall Alexander J. Verstraeten; Fundex Piling, The Netherlands
Sonic Integrity Testing A.F. van Weele; Institute TNO for Building Materials and Structures, Delft, The Netherlands
Steel Pile Foundations for Transmission Line Towers, as used in Western Europe Alexander J. Vertraeten; Fundex Piling, The Netherlands
Driving and Testing of 75m long H-Piles in Shanghai Lucien Weber; TradeARBED, Luxembourg