| art# |
title |
author(s) |
| 851 |
Design and Construction Constraints Imposed by Unique Geologic Conditions in New York City |
George J. Tamaro, James L. Kaufman, Abu Arif Azmi |
| 852 |
Design and Construction Imposed by Unique Geological Conditions in Paris, Milan, and London |
Chris Harnan, Daniel Gouvenot, Xavier Laloum, Olivier Vacher, Marco Bertero |
| 853 |
New York City - A Review of Various Foundation Problems and Solutions |
Mel Febesh |
| 854 |
Deep Foundations in Hong Kong |
Martin Pratt, Nick M. Walsh, Siva Arunachalam, Stephen Young, Peter Sunderland |
| 855 |
Use of the Observational Method (Best Way Out) to Allow Driven Pile Installation in Chalk |
Paul Morrison, Mike Tutt, Mike Ryan |
| 856 |
Reflections on our Industry |
Arturo Ressi di Cervia |
| 857 |
Trends in Deep Foundations in Europe |
R. Stenne |
| 858 |
Innovation in South East Asia |
Brian Littlechild, Glen Plumbridge, Stephen Hill, Martin Pratt |
| 859 |
History of Foundation Pile Driving Hammers in New York City, 1900 to 2000 |
James S. Graham PE, Lawrence F. Johnsen PE, John J. Jagello PE |
| 860 |
Innovations in Scandinavia |
Carl-John Gravare |
| 861 |
Skilled Operative Training for the Foundation Industry |
Geoffrey Birch, Colin Williams |
| 862 |
Foundations for Light Buildings on Lime/Cement (L/C) Columns |
Per Eriksson, Hakan Eriksson |
| 863 |
A Decade of Concrete Embedded Walls in UK |
Robert Fernie, Michael C. Putnam |
| 864 |
Axial Load Capacity of Steel Pipe Piles in Sand: A Review of the API Method |
Sanjeev Malhotra PE, GE |
| 865 |
Tension tests on driven pipe piles in sand |
Alan J. Lutenegger, Shawn P. Kelley |
| 866 |
Biodegradable Hydraulic Fluid in the Deep Foundation Industry |
S.H. Miller, C.R. Scharf, M.E. Miller |
| 867 |
Vibwall Installation - Cardiff Bay Barrage |
Graeme McWhirter |
| 868 |
Static and High Strain Dynamic Test Co-Relation Studies on Cast-in-Situ Concrete Bored Piles |
Dr. N.V. Nayak, D.K. Kanhere, Ravikiran Vaidya |
| 869 |
Installation of Bored Pile Casings through an Asbestos Tip by Rotary Displacement |
Lewis Stansfield |
| 870 |
Capacity of Piles and Settlement of Pile Foundations |
M. Mets PhD, H. Torn |
| 871 |
Dynamic and Static Loading Tests of Piles for Bridges in Surinam |
W.J. van Niekerk, J.P.G. Ramler, P. de Kort |
| 872 |
A Cut and Cover in Stiff Clay in Eurre-France |
R. Stenne |
| 873 |
Case Histories of Geo-Column Foundations |
Osamu Taki |
| 874 |
The Soilex Pile System |
Erik M. Westerberg, Staffan Wetterling |
| 875 |
Press-in Piling: The Influence of Plugging on Driveability |
David J. White, Haramrita K. Sidu, Tim C.R. Finlay, Malcolm D. Bolton, Teruo Nagayama |
| 876 |
A Study of Three Test Sites Comparing Theoretical Ultimate Pile Capacities, Static Pile Load Tests, and Pseudo Static Pile Load Test Results |
Richard D. Short CE, GE, Yogesh Prashar PE |
| 885 |
Structural Movement and Ground Settlement Control for a Deep Excavation within an Historic Building |
Martin J. Kenwright, Robert A. Dickson, Rab Fernie |
| 886 |
An innovative foundation technology for the construction of retaining walls in urban areas |
F. Pagliacci, M. Bertero |
| 887 |
Connecting Railway Lines in Vienna with Underground Structures |
Rudiger Wunsch |
| 888 |
When Real Estate Values Beckon - The Means and Methods Employed in the Underpinning of 1501 Broadway |
Edward J. McNamara, Andrew J. Burns |
| 889 |
Design and construction of bored piles and diaphragm wall for MHA Headquarters comples, Singapore |
N.S. Yet, P.H. Lim |
| 890 |
Pin Piles for Structural Underpinning |
Seth L. Pearlman PE |
| 891 |
Deep Soil Stabilization Using Lime Cement Columns |
Melvin I. Esrig PhD PE, Edward P. Forte PE, Peter E. MacKenna |
| 892 |
Practical Aspects of Compensation Grouting |
Philip J.H. Ball |
| 893 |
Operator Independent Installation of Lime Cement (L/C) Columns |
Tobias Hansson, Hakan Eriksson |
| 894 |
Minimising the Environmental Impact of Construction Dewatering |
Peter Jackson, Anne Gordon, John Frederiksen, Nina Vendelboe |
| 895 |
Underpinning with Steel Pipe Piles |
Pasi Korkeakoski, Jouko Lehtonen, Reino Heikinheimo |
| 896 |
The Use of Micropiles in Estonia |
T. Ruben, M. Mets, U. Eskel |
| 897 |
A proposed model for soil/auger interaction during installation of screw piling augers |
J.W. Slatter, J.P. Seidel, W. Kingwell |
| 898 |
Full-scale field-test studies on driveability and induced ground vibrations of vibratory driven sheet piles |
K. Viking, A. Bodare |
| 899 |
Vibration Environmental Effectg of Construction Operations |
Mark R. Svinkin, A. Gordon Shaw, David Williams |
| 900 |
Special Foundation Technique for the Intersection of Two Canals near Magdeburg, Germany |
Wolfgang G. Brunner |
| 901 |
Newfoundland Transshipment Project: Design-Build Construction of Oil Tanker Whart using Permanent Steel Jackets |
Alun J. Davies |
| 902 |
Charles Grimes Bridge Foundations, Melbourne, Australia |
Charles Pol Vuiller, Slav Tchepak |
| 903 |
Examples of the Use of Temporary Works Soil Nailing in the UK and Ireland |
Martin J. Pedley |
| 904 |
Site Solutions for the Pisa Tower Remediation |
Paolo Heiniger |
| 905 |
Compensation Grouting under Real-time Monitoring, Rio Piedras Project, San Juan, Puerto Rico |
Jean-Pierre Hamelin, Laurent Lavene, Jean-ghislain LaFonta |
| 906 |
Pile Load Testing at JFK International Airport |
J. Moskowitz, R. Sandiford, S. Merjan |
| 907 |
Case Hisory: Deep Soil-Cement Mixing at the I-90/I-93NB Interchange on the Central Artery/Tunnel Project, contract C09A7 at Fort Point Channel Site, Boston, MA |
Robert Jakiel |
| 908 |
Deep, Large diameter bored piles in Hong Kong, two selected cases |
Yvone Franco Crosato |
| 909 |
Cast insitu piling for the King's Wharf project, Sydney, Australia |
Slav Tchepak, Yahya Nazhat |
| 910 |
New Concepts for CFA (Auger Cast) Pile Controle |
Shachar Magali |
| 911 |
JFKIA - Post Grouted Drilled Shafts and Driven Piles - Update |
Walter G. Brusey |
| 912 |
Design and Construction of the Deep Stations for the Copenhagen Metro |
David R. Beadman, Richard P. Bailey |
