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Instrumented Driven Steel Tube Piles At Canary Wharf, London
By A. R. Gaba
Phase I of the Canary Wharf development in London's docklands involves the construction of six fifteen storey buildings located predominantly over water of the West India Docks. The buildings are
Jan 1, 1989
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Skilled Operative Training For The Foundation Industry - Summary
By Geoffrey Birch
A skilled and efficient workforce is a pre-requisite for the success of modern construction companies. The drive for improved performance, innovation and best value must be matched by the enhanced ski
Jan 1, 2000
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Seal Slab / Steel Pile Interface Bond From Full-Scale Testing
By Gray Mullins
This paper presents results from model and full-scale tests to assess the interface bond between a cast-in-place concrete seal slab and steel H-piles in cofferdams. Three different seal slab placemen
Jan 1, 2013
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Recent Advances In Quiet & Vibration-Less Steel Pile Installation & Extraction
By Ray. K. Filip
The concept of installing a steel sheet pile retaining wall into the ground by "pressing" has resulted in the development of various equipment solutions over the last thirty years e.g. Taylor Woodrow
Jan 1, 2006
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Tapertube ™ Piles
By Alexander Filotti, Stanley Merjan
"Abstract. The paper shows the benefits and accomplishments of this relatively new but established product on the pile foundations market in the United States. The first part of the paper describes ge
Jan 1, 2014
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Results Of An International Pile Load Testing Prediction Event
By N. Charue
An international prediction event was carried out within the framework of a 30-pile testing program organized in a sandy soil in Belgium (Limelette). That program called upon several testing methods:
Jan 1, 2002
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Analysis Of The Settlement Of A Single Axially Loaded Soil-Cement Pile
By Jiwei Duan
The deformation and load transfer behavior of a single soil-cement column are studied with the finite element method. The results show that there is an effective length for a soil-cement column. Beyon
Jan 1, 2002
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Wave Equation Analysis And Dynamic Monitoring - A Presentation At The Deep Foundations Institute?McGill University Symposium Montreal, September 1983
By Bengt Fellenius
The conventional wave equation analysis without control of the representativeness of the parameters to the actual conditions does not provide accurate results. However, the representatives can be vast
Jan 1, 1984
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Deep Mixing Method: An International Overview Of Technology, Testing And Product
By D. A. Bruce
The Deep Mixing Method is a very valuable tool for combating problems related to in situ soil treatment, improvement, and retention. Many different variations are used throughout the world, and there
Jan 1, 2001
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Mt. Baker Ridge Access Pits And Seattle Bus Tunnel Jet Grouted Piles
By John F. MacDonald
From 19BS thru the present, Guy F. Atkinson Construction Company has been involved in several transportation construction projects in the Seattle area. Two of these contracts, the Mt. Baker Ridge Tunn
Jan 1, 1990
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American Practice In Design And Installation Of Driven Piles For Structure Support
By Hal W. Hunt
Heavier loading and more efficient equipment is helping to keep driven piles competitive in America. Better Knowledge and testing of soils and support materials make it practical to use higher stresse
Jan 1, 1987
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What Has Been Learned About Drilled Shafts From The Osterberg Load Test - Summary
By Jorj O. Osterberg
The Osterberg (O-Cell) Method makes it possible to separate the side shear resistance (skin friction) from end bearing. The O-Cell is placed on or near the bottom of a drilled shaft and after the conc
Jan 1, 1999
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The World In Steel Sheet Piling ? Synopsis
By M. Dondelinger
This paper presents a comprehensive review of steel sheet piling including internationally manufactured hot rolled sections, their history, applications, installation and driving techniques. The di
Jan 1, 2010
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Piling Problems - Introduction
By D. Millgard
Dennis Millgard introduced the Session by hoping that participants to the Conference would also share their piling problems. He then invited the first speaker to present his paper. Paper 5.1.
Jan 1, 1991
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Numerical Analysis Of Load Bearing Capacity Of Drilled Shafts With Defects
By Khamis Y. Haramy
Quality assurance and quality control of drilled shafts has become a concern due to difficulties in accurately locating construction anomalies and determining load bearing capacity of defected drilled
Jan 1, 2007
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Current Pile Foundation Practice In Taiwan ? Synopsis
By Za-Chieh Moh
This paper presents a summary of the current pile foundation practice in Taiwan. Constructions of driven piles, drilled shafts, and barrette foundations are reviewed. This paper also briefly summarize
Jan 1, 1996
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Assessing the Bearing Capacity of Existing Wood Pile Foundations
By Almer E. C. van der Stoel
"Abstract This paper deals with assessing the bearing capacity of existing wood pile foundations. With a wide range of restoration projects being performed in the Netherlands, on many locations deep e
Jan 1, 2014
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Construction, Inspection And Lessons Learned For 3.81-M Diameter CIDH Piles ? Richmond-San Rafael Bridge Seismic Retrofit
By A. R. Dover
The Richmond-San Rafael Bridge is a 6.92 kilometer (4.3 mile) long major toll bridge span that crosses the northern San Francisco Bay in a highly seismically active region. Tutor-Saliba / Koch / Tidew
Jan 1, 2008
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Three Case Histories Comparing Impact And Vibratory Driven Pile Resistances In Marl
By Gregory J. Canivan
Three test pile programs were conducted in Charleston, South Carolina to evaluate differences in bearing resistance due to installation methods. The tested piles were installed with impact hammers and
Jan 1, 2002
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The Design Of Deepwater Wharves Which Are In The Complex Geological Conditions Of Pearl River Estuary
By F. W. Liang
The geology of pearl River estuary belongs in strong weathered rock quaternary geological systen, so the conditions are complication. Since 80's we built the first deepwater wharf of Shenzhen chi
Jan 1, 1991