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  • DFI
    Determination Of Hydraulic Conductivity Of The Coralline Limestone Aquifer Of Jeddah, Saudi Arabia: Precautions And Recommendations For Deep Foundations

    By Mohamed A. Eliwah

    This paper deals with the determination of hydraulic conductivity of the coastal coralline limestone aquifer of Jeddah, Saudi Arabia. This coastal area has witnessed urban development and establishmen

  • DFI
    Ground Improvement for Underground Construction in South Florida

    By Christopher Sammon, Nicholas Turus

    "The demand for underground parking in South Florida has increased as a result of changes to the local building code, coupled with developers’ desire to improve building aesthetics and provide much ne

    Jan 1, 2017

  • DFI
    Performance of Foundation Systems in Chicago

    By William (Bill) H. Walton

    "I arrived in Chicago in 1993 with Dr. Ralph Peck’s University of Illinois bulletin titled Engineering Properties of Chicago Subsoils (Bulletin 429), which he published in 1954 with William Reed. Bein

    Jan 1, 2017

  • DFI
    Accumulated Rotations of Bucket Foundations under Long-Term Cyclic Loads in Sandy Ground

    By Sung-Ryul Kim, Woong-Jong Park, Juhyung Lee, Si-Hoon Lee

    "A bucket foundation has been considered to be a potential foundation technology for offshore wind turbines. In this study, a series of 1-g model tests were performed to analyze the accumulated rotati

    Jan 1, 2016

  • DFI
    Experiences and New Developments in Offshore Foundation (610f0063-3ba0-451b-bb8c-dc3962343edb)

    By Leonhard Weixler, Jean Wehbe, Gordian Ulrich, Franz-Werner Gerressen

    "As alternative energy industries pick up speed internationally, and as government regulation and restriction limit the use of impact hammers due to environmental limitation from construction induced

    Jan 1, 2017

  • DFI
    Block 43: Diverse Technologies in Complex Site Conditions

    By John Kvinsland

    "The Block 43 Project is the future home of the Paul Allen Institute for Brain Science located just off the southern shore of Lake Union in Seattle, Wash. The South Lake Union (SLU) district experienc

    Jan 1, 2014

  • DFI
    Ground Improvement Utilizing Vibro Probes Eliminates Liquefaction Concern For A Bridge Foundation

    By Aly M. Mohammad

    Croton Point Avenue Bridge carries Croton Avenue over Metro-North main tracks at Harmon Rail Yard in Westchester County, New York. The new bridge is 1100 foot long and 36 foot wide nine span structur

    Jan 1, 2007

  • DFI
    Unique Foundation Solution For The Shriners Burns Institute Building Expansion - I. Introduction

    By Edmund Cardoza

    In the spring of 1993, construction began on an ambitious building project in Boston, Massachusetts. The Shriners organization committed to offer state-of-the-art adolescent burn treatment and rehabil

    Jan 1, 1994

  • DFI
    Underpinning Using Long Minipiles In Compressible Soils

    By Mohamad H. Hussein

    A minipile system was employed in underpinning a historical structure in Florida. The existing structure is founded on shallow foundations. Subsurface conditions at the project site consist of deep or

    Jan 1, 1993

  • DFI
    Brickworks Marketplace Ground Improvement, Adelaide

    By Andrew Middleton, Mark Wyatt

    "The Brickworks Marketplace Project is a significant shopping centre development in inner north west Adelaide constructed by Badge Constructions in 2014 and 2015. The site was a former brickworks with

    Jan 1, 1900

  • DFI
    Experiences And New Developments In Offshore Foundation

    By Franz-Werner Gerressen

    As alternative energy industries pick up speed internationally, and as government regulation and restriction limit the use of impact hammers due to environmental limitation from construction induced n

  • DFI
    DFI45 Annual Conference on deep Foundations 2020

    By DFI DFI

    An Online Conference

  • DFI
    Diplomacy And Innovation: Octakong And The Hong Kong-Zhuhai-Macau Bridge Project

    By David White

    When finished (projected completion in 2016) the Hong Kong-Zhuhai-Macau Bridge Project will comprise three cable-stayed span bridges and a 4.15 mile immersed tube tunnel - linking Hong Kong to Macau a

  • DFI
    Diplomacy and Innovation: Octakong and the Hong Kong-Zhuhai-Macau Bridge Project

    By David White

    "When finished (projected completion in 2016) the Hong Kong-Zhuhai-Macau Bridge Project will comprise three cable-stayed span bridges and a 4.15 mile immersed tube tunnel - linking Hong Kong to Macau

    Jan 1, 2017

  • DFI
    Field and Laboratory Mix Trials for a Deep Soil/Cement/Bentonite Cut-Off Wall Using CSM Equipment

    By Russell J. Denny

    "A 25m deep cut-off wall is required for environmental remediation of a Former Chlor-Alkali Plant. Extensive trials were conducted to verify the effectiveness of the mixes proposed, with the requireme

    Jan 1, 2015

  • DFI
    Toward A Unified Design Standard For Steel Sheet Piling

    By Michael J. Garlich

    Steel sheet piling has a long history of use in a variety of permanent and temporary structures. Current engineering practice uses numerous publications and standards for design guidance. U.S. desig

    Jan 1, 2008

  • DFI
    Jet Grout Underpinning of Sensitive Structures in Urban Environments

    By Alexander Ciccone, John H. Gill

    Jet grouting is a highly versatile ground modification technique that can offer significant commercial and technical advantages over traditional concrete pit underpinning applications. Despite these a

    Jan 1, 2019

  • DFI
    3D Analysis Of The Seismic Behavior Of Inclined Micropiles

    By Seyyed Mehdi Radeghi Mehrjou

    It is important to study structures and their retrofitting techniques in order to avoid earthquake-induced seismic damage within countries that are prone to earthquakes. Todays, micro piles are employ

    Sep 1, 2022

  • DFI
    New Tacoma Narrows Bridge Caissons

    By R. Bruce Patterson

    The New Tacoma Narrows Bridge is a classic suspension bridge founded on concrete caissons. Caisson construction was complicated by the proximity of the existing bridge piers, only sixty feet away. H

    Jan 1, 2013

  • DFI
    Minipiles And Compaction Grouting For Seismic Retrofit Of Transportation Structures In The New Madrid Fault Zone

    By Steven D. Scherer

    The highest earthquake risk in the United States east of the Rockies is along the New Madrid Fault System, which extends for 193 km (120 miles) through the Central Mississippi Valley from northeastern

    Jan 1, 2001