Search Documents

Search Again

Search Again

Refine Search

Publication Date
Clear

Refine Search

Publication Date
Clear
Organization
Organization
  • DFI
    Untangling The Octopus" Bored-In Pile Construction - On Nysdot Project D256424 Ithaca, New York - Executive Summary - Bored-In Pile Construction

    By Andrew L. Peterson

    CATOH Inc. of Weedsport, New York recently completed a very challenging Bored-In Pile project which features unique construction techniques in the installation and load testing of 45 and 100 ton capac

    Jan 1, 1997

  • DFI
    Evolution Of Piling Design And Techniques In Mudstone At Manchester Airport

    By Colin Curtis

    In recent years, Manchester Airport has undergone expansion including the construction of a second runway, a new terminal building (Terminal 3) and extensions to the existing Terminal 1. Manchester is

    Jan 1, 2001

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

    By Donald A. Bruce

    "Abstract 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 we

    Jan 1, 2014

  • DFI
    Integrity Testing Of Deep Foundations - Synopsis

    By R. T. Stain

    Integrity testing of deep foundations is now common practice in Europe, indeed in the City of London such testing is a contractural requirement on every site. This paper is in two parts: Part

    Jan 1, 1987

  • DFI
    Application Study On Non-Destructive Static Test Pile

    By Han Xuanjiang

    Through whole analysis of static testing piles information of a teaching building, this paper put for ward that when the ratioes of unload rebound amount to residual deformation and to total settlemen

    Jan 1, 1991

  • DFI
    Kentucky Route 9 - Licking Pike Widening Design Build Slope Stabilization

    By Frederick W. Slack

    This paper will discuss the inherent value engineering associated with the design and construction of approximately 184,000 SF of anchored tieback wall, installed as part of the widening and drainage

    Jan 1, 2003

  • DFI
    Berminghammer II 25 Vertical Travel Lead System: Innovative Technology For Deep Foundation Soil Mixing - 0.0 Introduction

    By Andy Schroeder

    Located in Hamilton, Ontario Canada, Berminghammer Foundation Equipment, is a manufacturer of advanced foundation equipment with 30 years of experience. The company is represented in more than 20 coun

    Jan 1, 1997

  • DFI
    A New Diaphragm Wall Technology Providing Mechanical And Watertightenss Continuity

    By P. Dupeuble

    Diaphragm walls, owing to their method of construction are discontinuous structures. A new technology for the construction of joints between panels has been developed. This new process allows for the

    Jan 1, 2010

  • DFI
    Stabilization Of Organic Soil With The Limix System

    By Magnus Ruin

    The dry deep mixing method for stabilization of soft soil has been used in the Scandinavian countries for 25 years. The typical application has been stabilization of soft inorganic clay. Today the met

    Jan 1, 2001

  • DFI
    Constructability Of Tiedback Wall Systems - I. Introduction

    By Thomas C. Anderson

    Tiedback walls are now recognized and accepted as a good solution for a variety of structural problems: ? Retaining Walls and Bridge Abutments in cut situations ? Landslide stabilization ? Rep

    Jan 1, 1991

  • DFI
    Innovative Construction Techniques Used At North Shore Construction Project

    By Kanchan K. Sen

    The North Shore Connector (NSC) project will extend the Allegheny County Port Authority?s Light Rail Transit System from downtown Pittsburgh below the Allegheny River to the North Shore via twin bore

    Jan 1, 2010

  • DFI
    Deep Soil Mixing Utilizing Multi-Auger Equipment And Procedures - General - Background Information

    By Robert Jakiel

    The following paper is being presented to provide a basic understanding of the equipment and procedures used in multi-auger deep soil mixing as part of the program for the Deep Foundations Institute (

    Jan 1, 2001

  • DFI
    Tubex-Grout-Injected-Piles For The Parenco Paper Mill In Renkum (The Netherlands) - The Application Of Tubex-Groutinjection-Piles For The Parenco Paper Mill PM-1 In Renkum (The Netherlands)

    By Sikko Doornbos

    For the extension of the Paper Mill of Parenco in Renkum, the Netherlands, the application of a pile foundation was required. The demands for this pile foundation were very explicit a vibration free a

    Jan 1, 1987

  • DFI
    Value Engineering of Reinforcement used in Large Diameter Drilled Shafts

    By Shahid Islam, Lucian Bogdan

    Deep and large diameter drilled shafts use mostly bundles of Grade 60 (415 MPa) reinforcing bars as longitudinal reinforcement with rebar splices to make it longer. Lower Grade steel requires large nu

    Jan 1, 2018

  • DFI
    Axial Load Tests In Drilled Shafts And Piles In A Refinery: Comparison Between Design And Experimental Results

    By Walter I. Paniagua

    Drilled shafts and precast concrete piles were installed for the foundation of several structures in a reconfiguration project of a refinery in Minatitlan, Veracruz, in the Gulf of Mexico. The soils a

    Jan 1, 2007

  • DFI
    Micropiles Prove Advantageous Over Drilled Shafts For Merchants Railroad Bridge Rehabilitation

    By Jeffrey R. Hill

    To extend the life of the Merchants Railroad Bridge crossing the Mississippi River in St. Louis, MO, the owner implemented a rehabilitation and reconstruction project. The Merchants Bridge provides a

    Jan 1, 2006

  • DFI
    Design and Installation of Gudrun Platform Jacket Piles

    By Gunhild Hennum, Tewodros Tefera, Gisle Håland, Annette Jahr

    "Abstract The Gudrun field is located west of Stavanger in the North Sea at water depth of 109 m. A jacket substructure was selected to support the topside and was installed in 2011. The jacket shall

    Jan 1, 2014

  • DFI
  • DFI
    I-470 Mine Remediation

    By Sheryl D. Gallagher

    The project consisted of filling an abandoned underground limestone mine to facilitate construction of a new entrance ramp to I-470 in Lee?s Summit, Missouri. Due to collapse of mined areas near the

    Jan 1, 2009

  • DFI
    Evaluation Of The Group Equivalent Pile Approach For Laterally Loaded Shafts

    By Cheng Lin

    The Group Equivalent Pile (GEP) approach was proposed by researchers to analyze a laterally loaded pile group. This approach enables engineers to evaluate the behavior of a pile group in single pile a

    Jan 1, 2009