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  • DFI
    2 Recent Technological Developments In Deep Foundations Without Soil Excavation - Recent Technological Developments In Deep Foundations Without Soil Excavation - Brief Review Of Papers To Session 2

    By Bengt H. Fellenius

    Session 2, Deep Foundation without Soil Excavation, has attracted no fewer than 22 papers dealing with subjects from soil improvement by grouting, injection, and deep mixing techniques through vibrofl

    Jan 1, 1994

  • DFI
  • DFI
    An Evaluation Of Augered Cast-In-Place Pile Design Methodolgies For Compression Loading In Sand

    By Giuliana A. Zelada

    This paper reports on a study of 43 compression load tests (five fully instrumented) and ten pullout tests of auger cast-in-place (ACIP) piles in sand. Eight design methods reported in the literature

    Jan 1, 2000

  • DFI
    An Explosive Waterproofing Of A Riverbank - A Difficult Waterproofing Problem Solved By The Unique And Controversial Combination Of A Mining Technique (Blasting) And A Soil Improvement Technique (Jet-Grouting) - The Problem

    By M. Zanotto

    [ ] A period of heavy rains caused the river Adda to flood parts of the Valtellina, one of the Alpine valleys of Northern Italy. The exceptionally high waters put under considerable strain the whole

    Jan 1, 1992

  • DFI
    Bluestone Dam Safety Assurance Program: An OPA Runner Up

    By Jeff Hopple

    "Bluestone Dam in Hinton, W.Va., along the New River, is owned and operated by the U.S. Army Corps of Engineers (USACE). Completed in 1949, the dam is 165 ft (50 m) tall, 2,048 ft (624 m) wide, and en

    Jan 1, 2014

  • DFI
    Caisson Design And Construction Challenges On The New Tiger Stadium Project - Summary

    By Fritz J. Klingler

    From site demolition, to design, to construction, Detroit's new Tiger Stadium project is required to be completed within a short 2 ½ years from award of the design-build contract. Such extreme sc

    Jan 1, 1999

  • DFI
    Case Histories, Part 2 - Etudes De Cas, Partie 2 - Gallery Towers, Melbourne: Successful Approach To Difficult Piling Contract Management

    By Mario Aiezza

    This paper outlines the results of a relationship developed during the design and construction of the foundations for the Gallery Towers project in Melbourne. Both the builder and the piling contracto

    Jan 1, 2002

  • DFI
    Case History: 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 - Synopsis

    By Robert Jakiel

    The following paper is being presented to provide an understanding of the Deep Soil-Cement Mixing (DMM) performed at Contract C09A7 at the Fort Point Channel Site (FPC), for the I-90/I-93 Interchange

    Jan 1, 2000

  • DFI
    Comparison Of Static Load Test And Dynamic Pile Testing Results

    By Patrick J. Hannigan

    A comparison of 40 statically and dynamically load tested piles was performed to evaluate the variation between testing methods. This evaluation indicated an agreement of 10% to 15% could be obtained

    Jan 1, 1987

  • DFI
    Constructing Tsunami Walls with Pressed-In Sheet and Pipe Pile Combi-Walls

    By Takefumi Takuma, Tsunenobu Nozaki, Masashi Nagano

    The city of Naruto in the southwestern part of Japan is situated at the mouth of the mighty Yoshino River. An approximately 1,000m-long levee/bulkhead along one of the river’s tributaries in the city

    Sep 8, 2021

  • DFI
    Construction Methods and Quality Outcomes for Bored Cast-in-Situ Piles – A Review of Current Practice

    By Jim Slatter, Ben Collingwood

    "It is well known that the adoption of an appropriate construction methodology is critical to quality outcomes for bored piles (drilled shafts). Many case studies have been published documenting quali

    Jan 1, 1900

  • DFI
    Construction of Cooling Water Intake Shafts for the Oak Creek Expansion Project, Oak Creek, Wisconsin

    By Edward Jacobsen

    The Oak Creek Power Plant in Oak Creek, Wisconsin is currently undertaking an expansion project. In order to supply cooling water to this facility, a 27' (8.2m) diameter tunnel will be bored, in

    May 11, 2007

  • DFI
    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

  • DFI
    Deep Cfa Piles Application For Foundation In Queensland

    By Sameh M. Khella

    This paper discusses the application of deep CFA piles for the foundation of structures in different ground stratifications with a focus on the application in Queensland region. Design, construction t

    Nov 1, 2022

  • DFI
    Deep Foundations In The Challenging Geology Of Central Florida

    By Gary Kuhns

    Central Florida is among the fastest growing urban areas in the United States, and its rapid development has required the steady construction of various types of civil engineering works. The karst geo

    Jan 1, 2003

  • DFI
  • DFI
    Deep Mixing in the United States: Milestones in Evolution

    By Donald A. Bruce

    "The Deep Mixing Methods (DMM), in their current forms, have been employed in the United States since 1986, although an earlier version had seen service from 1954. The earlier developments were strong

    Jan 1, 2015

  • DFI
    Deep Vibrocompactation By Stone Columns And Liquefaction Investigation

    By P. Ventura

    Reliability of the liquefaction analysis is based on data plotted as by piezocone, as by deep vibrocompactation monitored tests. The negative porewater pressure, re lated to hydrostatic value, recorde

    Jan 1, 1989

  • DFI
    Elimination Of Heave Forces On Lightly Loaded Piles In Swelling Clay - Summary

    By Basem Sh. Hazzan

    In the last four decades significant effort has been devoted to designing piles in expansive clay soils. Nevertheless, only a scant effort has been devoted to the elimination of heave forces acting on

    Jan 1, 1999

  • DFI
    Evaluating Excavation Support Systems To Protect Adjacent Structures (The 2010 Michael W. O?Neill Lecture)

    By Richard J. Finno

    This paper presents an overview of methods that can be used to predict damage to buildings as a result of excavation-induced ground movements and describes an adaptive management approach for predicti

    Jan 1, 2010