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  • DFI
    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

  • DFI
    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

  • DFI
    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

  • DFI
    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

  • DFI
    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

  • DFI
    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

  • DFI
    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

  • DFI
    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

  • DFI
    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

  • DFI
    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

  • DFI
    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

  • DFI
    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

  • DFI
    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

  • DFI
    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

  • DFI
    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

  • DFI
    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

  • DFI
    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

  • DFI
    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

  • DFI
    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

  • DFI
    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