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  • DFI
    Effects Of Pile Driving In Saturated Soft Clay ? Synopsis

    By R. L. Wei

    The disturbing influences of pile driving on the surrounding soil mass, including the induced vibration, pore pressure and displacement of soil, were observed during the construction of pile foundatio

    Jan 1, 2010

  • DFI
    A Proposal For Construction Of The Pile Load-Settlement Curve Based On Results Of Cone Penetration Tests ? Synopsis

    By A. Tejchman

    On the site of building of a new flyover founded on piles the comprehensive "in situ" investigations were carried out. The subsoil conditions under each of 15 supports were very differentiated. Using

    Jan 1, 2010

  • DFI
    Interactive Encased Stone-Column Foundation - Synopsis

    By P. M. Deshpande

    An interactive short column system is evolved as alternative to deep foundation system in deep layers of marine clay, the interaction of encased stone column and marine clay carry load without causing

    Jan 1, 1996

  • DFI
    Pier Design And Construction In Water Bearing Soils ? Synopsis

    By C. N. Baker

    The design and construction of drilled piers through water bearing and caving soil conditions are discussed. The need for close cooperation between the design engineer and contractor in both the desig

    Jan 1, 2010

  • DFI
    Design Method For Bridge Abutment Foundation Piles Subjected To Lateral Earth Pressure ? Synopsis

    By T. Matsui

    Many existing bridge abutments on the soft ground laterally move and their many damage examples have been reported. An essential cause for the troubles of the lateral movements may be the lack of exam

    Jan 1, 2010

  • DFI
    Piled Raft System - Approximate Design Methods. - Synopsis

    By S. L. Karunakaran

    There are cases where it is found that a raft foundation would have adequate factor of safety against ultimate bearing capacity failure but the settlements would be excessive. Piles may be introduced

    Jan 1, 1996

  • DFI
    Safe Load Of A Single Pile In Earthquake Loading - Synopsis

    By Shamsher Prakash

    Estimation of vertical load carrying capacity of a single vertical pile under earthquake loading is an important task of a design engineer. Lateral vibration of vertical pile is highly influenced by t

    Jan 1, 1996

  • DFI
    Depth Of Borings, Length Of Piles, Landslides, Erosion, And A Moose Hunt - A Case History Of A Comedy Of Mistakes

    By Bengt H. Fellenius

    An upgrading and straightening of a highway included building a bridge across a small river. A routine site investigation was initiated to determine the conditions for designing the foundation of the

    Jan 1, 1987

  • DFI
    Dynamic Behavior Of Pile Foundations

    By Yingcai Han

    The dynamic behavior of pile foundations is investigated in both theory and practice. The computation method for vibration of pile foundations and DYNAN computer program are introduced comprehensively

    Jan 1, 2002

  • DFI
    Performance Of Bituminous Coats In Reducing Negative Skin Friction

    By Makarand G. Khare

    Though the phenomenon of dragload is known for many decades, there is a lack of clear guidelines to evaluate the amount of dragload. The development of dragload depends on relative movement between pi

    Jan 1, 2006

  • DFI
    Challenges And Recommendations For Quality Assurance Of Deep Foundations

    By Frank Rausche

    Although Quality Control (QC) during construction is preferable for deep foundations, there are many instances when it is necessary to resort to Quality Assurance (QA) methods if, for various reasons,

    Jan 1, 2008

  • DFI
    The Use of Advanced Electronic Features in Foundation Equipment Help or Hype for the User?

    By Manfred Schoepf

    "Construction projects using the most advanced technologies and organizational structures demand intelligent construction machinery. In this process, automation technology plays an increasingly import

    Jan 1, 2015

  • DFI
    Pile Driving Equipment ? The Right Tool For The Job - "How To Avoid First Day 'Down Time' Blues"

    By R. Paul De Bruyn

    A. Crane Check List -- Make -- Model -- Year of Manufacture -- Where is load chart? Is it for this crane? -- Boom style and length -- Boom tip drawing (sketch) for fixed lead connection.

    Jan 1, 1990

  • DFI
    The Choice between HSDT and RLT: Selection Criteria for Concrete Pile Testing

    By P. Middendorp, Gerald E. H. Verbeek

    "INTRODUCTIONStatic Load Testing (SLT) is generally considered the pile testing method that provides the de-facto answers regarding pile capacity and load-deflection behavior. However, as this testing

    Jan 1, 2006