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Foundations For Arsenal Emirates Stadium, London
By Jim Cook
Arsenal Football Club required the development of a new home stadium in north London, subsequently named the Emirates Stadium. The proposed development comprised a 60,000 seat stadium, with associated
Jan 1, 2008
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Innovative Micropile Retrofit Of Two Existing Structures
By Terence P. Holman
Micropiles are employed to retrofit existing foundations, including underpinning prior to future construction operations and resupport of existing structures that have experienced distortion and settl
Jan 1, 2007
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St. Anthony Falls I-35W Bridge - Deep Foundation Monitoring Methods And Equipment For Bridge Construction
By Bryan C. Field
The proposed construction schedule for the St. Anthony Falls I-35W Bride challenged the abilities of the design-build teams to utilize the best and most efficient methods to meet Minnesota Department
Jan 1, 2009
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Case Study: Design, Installation And Quality Assurance Testing Of High Capacity Socketed Piles In A Complex Geologic Environment
By Thomas M. Caruso
Construction of a new ship dock at a major Philadelphia area refinery required geotechnical design and field consultation. The new dock, which consists of a system of mooring dolphins and platforms,
Jan 1, 2008
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Risk Management and Ground Improvement Technologies in the Case of Liquefaction
By Sebastian Fischer, Rolf Katzenbach, Steffen Leppla
"The risk management in the case of liquefaction is one of the most serious and also difficult issues in geotechnical engineering because failure caused by liquefaction is always a sudden failure with
Jan 1, 2015
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Application Of Deep Foundation Structures To Great Bridges In Vietnam
By Cau T. Bui
Thanks to Doi-moi (renovation) policy, many great bridges were constructed in Vietnam to meet demands of her booming economy in the recent decade and deep foundation structures were the only alternati
Jan 1, 2008
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Double Rotary Head Piling Systems (Cased CFA)
By Franz-Werner Gerressen
In the changing construction environment clients are searching for new technology to complete their projects in shorter times. Manufacturers are therefore developing solutions to speed up established
Jan 1, 2009
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A New Design Method For Drilled Shafts In Rock ? Synopsis
By Chris M. Haberfield
The design of side resistance of drilled shafts socketed into rock has traditionally been empirically based on the results of pile loading tests in which the side resistance can be isolated from the s
Jan 1, 1996
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Construction Of The Main Tower Pier Caissons For The Greenville Bridge In Mississippi
By F. Keith Jacobson
To be involved in the construction of a deep dredged caisson for a major bridge pier is one of the most rewarding and professionally challenging experiences one can have in the bridge construction bus
Jan 1, 2013
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Drilled Shaft Foundations For The Float-In Dam On The Monongahela River At Braddock, Pa
By Robert B. Bittner
The new gated dam on the Monongahela River at Braddock, Pennsylvania, was built for the US Army Corps of Engineers using an innovative ?In-the-Wet? technology. A key feature of this technology involv
Jan 1, 2013
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Marine Foundations Of Bridges In The Northeastern USA
By James S. Graham
Marine design and construction methods are presented on the caisson foundations for the tower piers at the Brooklyn, Ben Franklin, Delaware Memorial 1st, Tappan Zee, Walt Whitman, Throgs Neck, Verraza
Jan 1, 2005
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Skin Friction In Shale: Results Of The Hwy. 81 Bridge, Yankton, SD Drilled Shaft Load Test
By Scott M. Mackiewicz
This project includes replacement of the historic vertical-lift span Meridian Bridge (U.S. Highway 81 over the Missouri River) that connects Yankton, South Dakota with rural Cedar County, Nebraska. T
Jan 1, 2008
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Oakland Turning Basin Bulkhead Spin Fin® Pile
By Todd Nottingham
Channel deepening of major ports is challenging designers to explore innovative solutions to ensure stability of bulkheads, such as for the Oakland Inner Harbor. This particular challenge was met with
Jan 1, 2008
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Skin Friction Of Excavated Piles In Weathered Granite - Synopsis
By K. K. S. Ho
In Hong Kong the design of excavated piles in weathered granite has conventionally been based on a rule-of-thumb which relates the allowable base bearing capacity to the SPT N value, with no allowance
Jan 1, 1996
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Redwood Tower; A Landmark In Deep Foundation Construction ? Synopsis
By A. Partos
It was decided to build a fourteen-storied office building over a six-storied garage and a four-storied office building. The high vertical and horizontal loads required foundations on rock approximate
Jan 1, 2010
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A Numerical Study On The Lateral Resistance Of Steel-Concrete Composite Drilled Shafts For Long-Span Bridges
By Juhyung Lee
Recently, large diameter drilled shafts are often used for foundations of large-scale marine bridges with high capacity and required to resist lateral loads. Steel casings are essential in supporting
Jan 1, 2008
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Environmentally Friendly Geothermal Piles At Keble College, Oxford, UK
By Tony P. Suckling
This paper presents a case study of a piling contract undertaken at Keble College in Oxford in the year 2001. Unusually, and for the first time in the United Kingdom, piles were successfully construct
Jan 1, 2002
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Rammed Aggregate Pier System Provides Uplift Resistance At University Ice Arena
By John G. DiGenova
The Allwell Center Ice Arena at Plymouth State University, Plymouth, New Hampshire is located in the flood plain of the Pemigewasset River. To maintain the arena near the level of the surrounding are
Jan 1, 2011
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Deep Foundations: Study on Effect of Drilling Fluids on Concrete Integrity
By Alberto Carmona Rosell, Sri Ram Ramankutty
"The installation of Bored Piles and Diaphragm Wall under slurry using tremie raises quality concerns on the integrity of concrete. It is vital to understand the effects on concrete integrity during c
Jan 1, 2015
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Pile Construction And Related Problems ? Synopsis
By K. Fujita
In order to deal properly with the fundamental aspects of pile construction, the following problems and their solutions are introduced: For driven piles - stresses, damage, movements of surroundings,
Jan 1, 2010