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  • DFI
    Deterministic Analysis for Liquefaction and its Mitigation by Suitable Foundation Type in Bangladesh

    By Arpit Parikh

    "Ground Water or Pore water pressure development in Sandy Soil formation is Critical situation in foundation analysis and design.Moreover it become severe while associated with higher liquefaction pro

    Jan 1, 2017

  • DFI
    An Investigation of Grouted Pile Capacity Using Instrumented Pile Load Tests

    By Hayel M. El-Naggar, Sherif A. Akl

    Although grouted piles have been used for several decades since the idea was proposed in the 1970s, their design is mostly based on experience and unpublished proprietary methods. There is little rese

    Jan 1, 2018

  • DFI
    Site Management Towards Pile Execution At Qurashiya Bridge

    By Emad W. Shublaq

    Contractual site plans are implemented for executing pile foundations (5 x 5) at segmental concrete bridge. Project schedule demands have forced the contractor to find out the most economical procedur

    Jan 1, 1992

  • DFI
    Geotechnical Exploration Phase Drilled Shaft Load Testing

    By Walter E. Vanderpool

    Full scale load tests are frequently performed immediately prior to deep foundation construction to verify the design assumptions. Occasionally, load tests are performed during design development and

    Jan 1, 2011

  • DFI
    Approach To Reliability Based Design On Deep Mixing Improved Ground

    By Masaki Kitazume

    Deep mixing method, in-situ admixture stabilization technique, has been developed and adopted for on land and marine construction works in Japan. The geotechnical design procedure of the method has be

    Jan 1, 2004

  • DFI
    Vessel Collision Design - Risk Analysis And Deep Foundation Issues For Bridges Over Navigable Waterways

    By Michael A. Knott

    Large lateral forces on bridge foundations due to extreme events such as vessel collisions, earthquakes, and wave forces on storm surges during hurricane events are often the controlling design condit

    Jan 1, 2013

  • DFI
    The Dutch Cone Penetration Test And Its Use In Determining The Pile Bearing Capacity

    By C. Van der Veen

    The use of the quasi static (Dutch) Cone Penetration Test (CPT) is described as a tool to predetermine the ultimate bearing capacity of the pile point. An analysis is given why a purely theoritical ap

    Jan 1, 1989

  • DFI
    Measurement And Analysis On The Bearing Behaviour And Driving Effects Of Piles In Shanghai Region

    By Gao Dazhao

    This paper presents some research results of pile foundation performance. Measurements on the bearing behaviour and driving effects of piles have been carried out during pile testing and pile driving.

    Jan 1, 1991

  • DFI
    Design And Construction Of An Earth Retaining Structure - Using A Pile In Self-Hardening Grout (PSHG) Wall

    By Allan Sylvester

    Construction of the Shot Tower Metro Station in Baltimore, Maryland was performed in two phases. In the first phase, a contractor was retained to excavate the station in order to construct twin tunnel

    Jan 1, 1997

  • DFI
    Supported Excavation Movement Causing Lateral Displacement and Cracks in Drilled Shafts - Lessons Learned from a Case Study in Chicago

    By Eric R. Borys, Amaneh E. Kenarsari, Brett Gitskin

    This case study discusses impacts of excessive Earth Retention System (ERS) lateral movement at a project in city of Chicago. The ERS (cantilevered sheeting) moved inward towards the excavation and ca

    Jan 1, 2018

  • DFI
    Bearing Capacity Of Pile By Curve-Fitting Method ? Synopsis

    By Z. Q. Zhou

    It is the first worke in design of pile foundation to determine the carring capacity of single pile, and a static loading on site is considered to be the lost derect and reliable way. All values P and

    Jan 1, 2010

  • DFI
    The Application Of Interlocked Steel Pipe Pile And Steel Sheet Pile For An Industrial Port ? Synopsis

    By M. Tominaga

    An industrial port complex was constructed on the west coast of Leyte Island The work was started in December 1981 and completed in May 1984. This port complex includes a 665 m long wharf and can acco

    Jan 1, 2010

  • DFI
    Summary of Main Standards and Guidelines on Grouting Available in North America and Europe

    By R. B. King

    This document was prepared by the DFI International Grouting Committee with the intent to provide a summary of main Standards and Guidelines available for the North America and Europe grouting industr

    Jan 1, 2021

  • DFI
    Instrumented Rock-Socketed Drilled Piers Hamilton General Hospital ? Introduction

    By R. G. Horvath

    In the Hamilton area, and in many other areas of Ontario and around the world, large diameter drilled pier (caisson) foundations are frequently selected as the most appropriate foundation system for h

    Jan 1, 1987

  • DFI
    Test Pile Program Carrier Pier And South Wharf Naval Station Puget Sound Everett, Washington

    By David G. Winter

    The first test pile for the carrier pier and south wharf at NAVSTA Puget Sound was driven on December 27, 1989, and the final pile was tested on February 26, 1990. Implementation and modification of t

    Jan 1, 1990

  • DFI
    Pressure Injected Footings Mobile Convention Centre - Introduction

    By D. G. Bishop

    This paper is intended as a review and update of the use of Pressure Injected Footings as deep foundation units in North America. We will discuss various aspects of this pile and then discuss a partic

    Jan 1, 1992

  • DFI
    "Comparative Pile Load Tests In Alluvial Sands" - I. Introduction

    By Lawrence F. Johnsen

    In 1989, the Connecticut Department of Transportation authorized the evaluation and design for a reconstructed Route 1 bridge over the Quinnipiac River in the City of New Haven, Connecticut. The proje

    Jan 1, 1993

  • DFI
    Experiences With A New Type Of Displacement Screw Pile - Synopsis

    By William Van Impe

    A most renewing and promissing soil displacement screw pile is called the O-pile. The O-screw pile is a soil displacement auger pile based on a screwing in - screwing out procedure. The displacement a

    Jan 1, 1996

  • DFI
    The Use Of A Reverse Circulation Diaphragm Walling Technique To Form A Plastic Cut-Off Wall Around Sizewell B Power Station

    By H. F. Cowie

    Britain's first pressurised water reactor (PWR) Nuclear Power Station is now under construction at Sizewell on the Suffolk coast. A linear cut-off wall was proposed to ensure that the drawdown of

    Jan 1, 1989

  • DFI
    Anamolies Ammednments And Revision Of Is Code On Underreamed Piles - Synopsis

    By A. V. Shroff

    The Indian Standards code of practice for design and construction of underreamed piles contains provision for installing such piles in expasive soils. In recent years, a large amount of research work

    Jan 1, 1996