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  • DFI
    Capitol Area East End Complex Blocks 171 Through 174 Sacramento, California: A Case History Involving The Application Of APGD And APG Piling Methods ? Introduction

    By Brian R. Zuckerman

    The Capitol Area East End Complex is currently being constructed under contract with the State of California Department of General Services on two sites adjacent to the grounds of the California State

    Jan 1, 2002

  • DFI
    Kirkpatrick Street Pump Station Addition Excavation: Small Project, Big Twist

    By James P. Stewart

    This case history describes the engineering design and construction for the Contractor of a 35-ft-deep excavation for an 800-square-foot addition to an existing sewage pump station. The site posed une

    Jan 1, 2003

  • DFI
    The Effect Of Vertical Pile Loading On Subsequent Lateral Behaviour

    By A. Lyndon

    Vertical and lateral load tests were carried out on two 13 m deep bored cast-in-place instrumented piles, socketed into weathered sandstone. The first pile, 1200 mm in diameter, was loaded vertically

    Jan 1, 1989

  • DFI
    A Novel Approach To The Performance Evaluation Of Driven Prestressed Concrete Piles And Bored Cast-In-Place Piles

    By Sridhar Krishnan

    This paper presents the results of a comprehensive pre-production pile testing programme for the US$ 800 million 1400MW Coal-Fired Jimah Power Plant Project in Negeri Sembilan, Malaysia. The testing p

    Jan 1, 2006

  • DFI
    Deep, Large Diameter Bored Piles In Hong Kong, Two Selected Cases - Synopsis

    By Yvone Franco Crosato

    The dense population of Hong Kong requires the construction of tall buildings in reclaimed areas or perched on the slopes of the many hills. The large loads to be supported are carried by deep foundat

    Jan 1, 2000

  • DFI
    Grouting Methods Involved in Stabilization of TBM Tunnel near CP-06, UAA-04, Chennai Metro

    By Yeruva Ramanareddy, Sohail Wajid, Ahmed Shaz, K. Bhavani

    "CP-06 is an NATM cross passage which connects up-line and down-line metro tunnels near Kilpauk Medical College, Chennai. It lies completely in loose silty sand to dense sand with water table almost t

    Jan 1, 2017

  • DFI
    Bearing Capacity Of Piles Using Cavity Expansion Theory ? Summary

    By R. Bellotti

    The theory of cavity expansion in an infinite frictional soil mass whose strength is represented by a curved Mohr-Coulomb failure envelope has been used to predict with some confidence the cone resist

    Jan 1, 1987

  • DFI
    Vibwall Installation - Cardiff Bay Barrage ? Synopsis

    By Graeme McWhirter

    This paper discusses the Installation of a Vibwall for the Cardiff Bay Barrage Project Wales, UK, by Kvaerner Cementation Foundations. Only the second use of the technique in the UK the wall was succe

    Jan 1, 2000

  • DFI
    Geotechnical Investigation For Deep Foundation Projects In Shanghai Area ? Synopsis

    By E. R. Wang

    This paper outlines the engineering properties of shallow soil in Shanghai area. The main points that should be paid attention to during deep foundation investigation, and general conditions of experi

    Jan 1, 2010

  • DFI
    Long Term Behavior Of Piles - Presented At An ASCE-Penn DOT Seminar Innovations In Geotechnical Engineering - Harrisburg, PA, April 1985

    By Donald J. Murphy

    Longevity of structural units, as compared to the planned useful life of a facility, always is a design consideration. Typical concerns include slow decay due to environmental factors, and changes in

    Jan 1, 1986

  • DFI
    Basement Excavation: Cost Effective Retention System for a Multi Storeyed Structure

    By Madan Kumar Annam, Hari Krishna Y

    "Basement construction is one of the challenging geotechnical concerns in the urban environment. Several types of retention systems are practiced to support the earth which is suitable for restricted

    Jan 1, 2015

  • DFI
    High Capacity And Fully Removable Soil Anchors

    By Anthony D. Barley

    Over 60,000 multiple anchors have been used internationally since their introduction in the early 1990s, including 1000 in the United States. The multiple anchor system comprises a "multiple" of "unit

    Jan 1, 2002

  • DFI
    Characterization Of Loess For Deep Foundations

    By Robert L. Parsons

    This paper describes the results of a detailed analysis of a loess deposit at the deep foundations test site established by the Kansas Department of Transportation. Multiple CPT, SPT, and pressuremet

    Jan 1, 2009

  • DFI
    Design and Construction of the Thames Water Lee Tunnel Shafts, London

    By Sivilay Sayavong, David Puller, Julian Gatward, David Hard, Martin Stanley

    "AbstractThe Thames Water Tideway Tunnels programme involves the upgrade of London’s combined sewer and storm water system. The first section is the Lee Tunnel between the Beckton Sewage Treatment Wor

    Jan 1, 2014

  • DFI
    List Of Delegates

    AUSTRALIA CHAPMAN Gary JOHN WAGSTAFF CONTSRUCTIONS PTY. LTD. 1 Ashgrove Crescent 4060 ASHGROVE BRISBANE HILLAR Jaaes Director J.A. HILLAR & ASSOCIATES 99 Woolwich Road WOOLWICH,

    Jan 1, 1994

  • DFI
    25 Story Structure On River Flood Plain Soils Improved By Vibrocompaction And Compaction Grouting

    By Frank Callanan

    The Ameristar Casino expansion project included the design and construction of a 25-story hotel and 9-story parking structure expansion. The site is located in a floodplain on the banks of the Missour

    Jan 1, 2009

  • DFI
    Railroad Bridge Approach Embankment Settlement Mitigation

    By Moi Arzamendi, Jose Ramirez, Kenneth Kniss, Sunil Arora, James Gingery

    Construction of a new approach embankment for a railroad bridge over a river in Southern California required placing up to 12 ft of fill over soft to medium stiff silts and clays along an approximate

    Jan 1, 2018

  • DFI
    Full-Scale Field-Test Studies On Driveability And Induced Ground Vibrations Of Vibratory Driven Sheet Piles

    By K. Viking

    The vibratory characteristics of full-scale sheet piles, vibratory driven into the ground, have so far not been described systematically in detail. This paper concerns the preliminary results of a ser

    Jan 1, 2000

  • DFI
    Deep Bored Piling in Soft Soil and High Lateral Loads

    By W. Sondermann

    "AbstractThe construction of a distribution centre of minerals for a global mining and resources cooperation demanded the control of deformations and displacement of the stack reclaimer facilities on

    Jan 1, 2014

  • DFI
    Innovative Design At Lake Lenexa

    By Jacques Moraille

    The public is asking for more aesthetic designs if they can be proven cost-effective at providing an appealing element to new dams. Lake Lenexa was designed and built around the idea of providing for

    Jan 1, 2009