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  • DFI
    Non-Linear Analysis Of Large Pile Groups For The New Wembley Stadium

    By S. Hardy

    The paper describes state of the art non-linear analyses of the pile groups that were employed during the raising of the 133m high triumphal arch which forms the centre piece of the new Wembley stadiu

    Jan 1, 2006

  • DFI
    Soil-Cement Pile Foundations For A Large Storage Tank And Retaining Wall - Case History - Summary

    By Roy A. Bell

    A 200-foot diameter, 72-foot high petroleum storage tank was built in a hillside ravine where a portion of the site contained soft clay fill. Soil-cement piles, 40 inches in diameter and up to 38 feet

    Jan 1, 1997

  • DFI
    Foundation Design for Cut-and-Cover Tunnels Using Cement Deep Soil Mixing

    By Shahriar Vandani, Andy Herlache, Andrew Bro, Wei-Yu Chen

    "The Presidio Parkway Project will reconstruct approximately 1.6 miles (2.6 km) of highway, including seven new bridges, three new cut-and-cover tunnels, and a new undercrossing connecting the Golden

    Jan 1, 2014

  • DFI
    Static And Dynamic Approaches For Bearing Capacity Evaluation Of Driven Piles In Two Dry Docks Project

    By N. Shariatmadari

    Two dry docks are currently under construction on the northern banks of the Persian Gulf by Iran Shipyard and Offshore Industries Co. (ISOICO). The construction of these dry docks forms a huge civil o

    Jan 1, 2007

  • DFI
    Reducing Construction Interference when Implementing Geotechnical Instrumentation and Monitoring in Urban Excavation Projects

    By Martin B. Hudson, Daniel Brescia, Zhangwei Ning

    Due to the complexity and sensitivity of surrounding environments, instrumentation and monitoring (I&M) is critical for many urban deep excavations. The objects to be monitored include shoring bulkhea

    Jan 1, 2018

  • DFI
    Resistance Factors For Lateral Design Of Drilled Shafts Supporting Sound Walls

    By Ke Yang

    Drilled shafts are widely used as foundation system for sound walls to resist lateral loads. The design method based on the ultimate lateral capacity, such as Broms method, is often used for sound wal

    Jan 1, 2007

  • DFI
    Slope Stabilisation Of A Section Of The Thirlmere Aqueduct By The Use Of Spaced Micropiles And Permeation Grouting

    By David Preece

    The Thirlmere aqueduct was constructed over 110 years ago to provide water from the Lake District (in the north-west of England) to the city of Manchester some 60 miles (100 km) away. The aqueduct rem

    Jan 1, 2011

  • DFI
    Behavior Of Step Tapered Bored Piles In Sand Under Axial Loading

    By Nabil F. Ismael

    The axial capacity of step tapered bored piles in sand was examined by field tests at one site in Kuwait. Two straight piles, and two step tapered piles were load tested in compression to failure. Al

    Jan 1, 2008

  • DFI
    Advanced Soil Mailing Design - Improved Reliability And Predictability Of Wall Performance

    By Reinhard Gnilsen

    Soil Nail walls, like any other structure, must meet high standards of design to be acceptable to the public and owners. On the other hand, the concept of soil nailing trails behind other structures i

    Jan 1, 1988

  • DFI
    Estimation Of Settlements Of Piles In Group

    By Kazimierz Gwizdala

    In the paper the method for estimation of settlement of vertically loaded piles in a group is presented. The method is generally based on the hybrid procedure with non-linear solution for single piles

    Jan 1, 2002

  • DFI
    Ground Freezing For Shoring Of Excavations - A Case History: 1405/SR522 Vault NW-6

    By Daniel Mageau

    Ground freezing has been used for over 100 years to provide shoring and ground water cutoffs for hundreds of projects worldwide, including drilled shafts, tunnels and cofferdams. Typically, these case

    Jan 1, 1998

  • 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
    Theoretical And Experimental Investigation On Underwater Ground Anchors

    By Leonello Sciacca

    Deepening of harbours has become a priority, necessary to the ongoing operation of the wharves in the face of deeper draft merchant vessels and cruise ships. It is now standard practice in many areas

    Jan 1, 2011

  • DFI
    The Effect Of Overburden On Pile Capacity In A Calcareous Marl

    By William M. Camp

    An extensive design phase testing program in which 10 piles and 2 drilled shafts were instrumented and statically load tested to failure, was undertaken to establish relevant foundation design paramet

    Jan 1, 1993

  • DFI
    Design Development & Installation Of Glass Fibre Reinforced Polymer (GRP) "Soft Eyes" In Diaphragm Wall Reinforcement Cages.

    By Paul M. Wiltcher

    This paper discusses how benefits in engineering design can be achieved from combining existing GRP concrete design guidelines with carbon steel design codes primarily made possible due to the increas

    Jan 1, 2006

  • DFI
    Tied-Back Micropile Walls In Landslide Repair

    By Kevin W. Cargill

    In September 2004, Hurricanes Frances and Ivan caused the Pigeon River in western North Carolina to flood. This flooding eroded the embankment below Interstate 40 (I-40) and sent one of the eastbound

    Jan 1, 2006

  • DFI
    Performance of Footings in Rock Based on Serviceability

    By C. M. Haberfield

    "1 INTRODUCTION Around the world, there is a demand for larger structures, tall buildings and large bridges. While good footing design is important for all structures, it is even more important in the

    Jan 1, 1900

  • 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
    Installation And Performance Of Interlocking Drilled Shaft And Tieback Shoring System - Summary

    By Alec C. Bloem

    A 55' deep excavation encompassing almost a city block in London, Ontario required a lateral earth retention system to provide both temporary excavation support and a permanent groundwater cut-of

    Jan 1, 1991

  • DFI
    O Street Anchored Precast Lagging And Soldier Pile Retaining Wall

    By John Wise

    Significant movement to an existing slurry wall which serves as a retaining wall on 'O' Street in Southeast Washington, D.C. initiated the Department of Public Works for the District of Colu

    Jan 1, 2003