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The Waterloo Barrier - A Sealable Joint Steel Sheet Piling For Groundwater Control And Remediation - Presented At The Deep Foundations Institute Annual Meeting & Conference Toronto, Ontario, October 15-17, 1997 - Summary
By Murray Gamble
A new type of groundwater cutoff wall has been developed at the University of Waterloo. The Waterloo Barrier? is a steel sheet piling system that incorporates a sealable cavity at each interlocking jo
Jan 1, 1997
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Lateral Forces on Pile Due to Soil Slope Creep
By David E. Albus, Bidjan Ghahreman
A single-family home constructed on the side of a slope in Los Angeles, CA, was subjected to lateral forces due to soil slope creep on the pile foundation supporting the home. Impacts to the property
Jan 1, 2018
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Anchored Pile Foundations In British Columbia
By Cory J. E. Yacyshyn
Anchored steel pipe piles are being used more frequently in British Columbia for shoreline projects such as public ferries, cruise ship docks, containership terminals and locally in the expansion of t
Jan 1, 2004
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Jet Grouting As Soil Improvement In Southeast Florida
By Evelio N. Horta
The influence of soil improvement replacement area in foundation settlements is discussed for soil improvement methods used in Southeast Florida. A 3D Finite element analysis is used for two typical c
Jan 1, 2007
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Influence Lines For The Pile Loading On Bridge Pier Foundations
By M. B. Wechsler
An analysis is developed for determining the maximum loading, as well as the potential uplift of the piles on bridge pier foundations. There are considered piers supported on two through seven rows of
Jan 1, 1989
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Foundations For Offshore Wind Energy Converters - A Review Of Some Current Scadinavian Development Projects
By K. Viking
This article deals with some of the civil engineering related problems to be encountered when offshore wind energy projects transform from prototype offshore wind energy converter farms, developed and
Jan 1, 2005
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Static Load Transfer Computation Of Piles
By Pan Shisheng
Amodified load transfer method computing the displacement, axial compression, skin resistance, toe resistance, and other static bearing behaviours of piles, is propoesd in this paper. Through deriving
Jan 1, 1991
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100-Day Document - Mandatory Discussion, Mediation And Arbitration Of Construction Disputes ? 1.0 Coverage
1.1 The parties agree to submit all claims, disputes or controversies arising out of, or in relation to, the interpretation, application or enforcement of this agreement, including dispute resolution
Jan 1, 1994
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Bearing Capacity Of Precast Nodular Piles In Tianjin Soft Clayey Soil
By Xu Youzai
Static loading teets of five nodular piles and four non-nodular piles were performed in Tianjin soft clayey soil in which measurements of axial force and movements were made. Distribution of shaft res
Jan 1, 1991
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Sleeved Pile Foundations For The W. Seattle - Harbor Islands Swing Bridge And The Seattle Access Projects
By Kent C. Werle
This brief discusses the installation and application of sleeved piles of two different types for two different projects, the W, Seattle to Harbor Island Swing Bridge Project and the Seattle Access Pr
Jan 1, 1990
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Ultimate Pullout Capacity Of Batter Piles
By M. R. Madhav
The ultimate pullout capacity of single batter piles has been presented in literature in three contradictory trends. These trends are: the pullout capacity of a single batter pile increases, remain al
Jan 1, 2010
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Technical Aspects And Research In Downdrag
By Jean-Louis Briaud
The following is a summary of a very recent report prepared at Texas A&M University for the National Cooperative Highway Research Program and entitled "Downdrag on Bitumen Coated Piles". Anytime the
Jan 1, 1989
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General Report - Deep Excavations "He Who Pays The Piper Calls The Tune"
By Tim Chapman
This general report considers what promoters of deep basement projects want from their teams and whether they get it often enough. Most large projects are based on complex financial models where the f
Jan 1, 2006
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Micropiles below Groundwater at the South Auditorium Block Site, Buffalo, NY
By Mary C. Nodine, Michael P. Walker, Paul Eggers, Donald E. Aubrecht
The CANALSIDE commercial development in Buffalo, New York serves to revitalize the former site of the Buffalo Memorial Auditorium, adjacent to Lake Erie. The Auditorium was constructed in 1940 and fou
Jan 1, 2018
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St Joseph Hospital Of Bellingham, Washington Addition Supported On Helical Pulldown Micropiles
By J. L. Goen
The Saint Joseph Hospital of Bellingham is located on a site underlain by glacial outwash. The construction of a five-story tower addition above an existing two-story wing was supported by five large
Jan 1, 2004
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Diaphragm Walls Acting As Anchor Curtains Of Laterally Loaded Structures - Synopsis
By J. Matos e Silva
The paper refers two examples of structures located in seismic areas (Cases 1 and 2). The first one (Case 1) is the Torroal Bridge, located about 100 Km South of Lisbon, in the road Troia-Grandola
Jan 1, 1996
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Design and Construction of the New VDOT Midtown Tunnel
By Rick Ellman, Ian Chaney
"The Hampton Roads area encompassing the Norfolk, Virginia Beach and Newport News metropolitan region experiences some of the worst traffic congestion in Virginia. With continued growth of the ports a
Jan 1, 2014
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Apportioning Risks On An Urban Deep Foundation Project
By Michael P. Balducci
Urban deep foundation projects contain unique risks that must be recognized by the parties involved. Common pitfalls must be recognized and avoided or addressed through contractual relations and corr
Jan 1, 2008
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Bearing Capacity Of Nodular Piles
By S. Kanai
Nodular piles is to be piles provided with several nodular projections along the pile shaft, as shown in Fig. 1. Nodular piles are usually installed through either driving method with hammer or prebor
Jan 1, 1989
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Soil Displacement Caused By Pile Driving In Clay
By K. Rainer Massarsch
The effects of soil displacement caused by pile driving on adjacent piles and structures are discussed. A method is proposed to estimate the point of force equilibrium which makes it possible to calcu
Jan 1, 1989