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  • DFI
    Improving Very Compressible Soils By Stone Columns And Stiffening Concrete Columns ? Synopsis

    By I. Stanculescu

    The consolidation of thick and very compressible soil deposits by stone columns associated with cast-in-place plain concrete columns, has been performed for shallow foundations of some heavy industria

    Jan 1, 2010

  • DFI
    Performance Of Three Unique Shoring Sections For Block 75 Shoring

    By Chris Sammon

    The Block 75 portion of the City Creek redevelopment project in Salt Lake City required multiple shoring walls surrounding the 6 acre site constructed to depths ranging from sixty-five to ninety feet

    Jan 1, 2010

  • DFI
    Numerical Analyses Of Pile Load Testing And Pile Base Grouting

    By Wen-Chieh Cheng

    Two bored piles with base grouting are loaded axially and the results are used to compare with numerical analyses. One compressive pile with a diameter of 2 meters is drilled through clay deposit and

    Jan 1, 2006

  • DFI
    Little Britain Project: Construction Of Basement

    By R. H. Wright

    This paper describes the design philosophy and methods employed in constructing the foundation elements for the Little Britain Project in the City of London. The Contract is a design and construct pac

    Jan 1, 1989

  • DFI
    Lower Risks With ECR®/EFT®-Measurements In Underground Constructions

    By Patrick P. A. Wolfs

    In the summer of 2000, the ECR®/EFT® was first introduced in the Netherlands. After the first project a field test was performed together with other geophysical methods to prove the liability of these

    Jan 1, 2006

  • DFI
    Regulations Of Construction Vibrations

    By Mark R. Svinkin

    Regulations are needed to keep construction vibrations in tolerable limits. The existing regulations were developed for low-rise residential structures, but they are incorrectly used for different sup

    Jan 1, 2006

  • DFI
    Prediction Of Settlement Of Structure With Piled-Raft Foundation Using Nodular Piles

    By Koichi Kobayashi

    Performance-based approach to design of structures including foundations was adopted after enforcement of the revised Building Standard Law in Japan in 2000. The use of piled-raft foundation is favora

    Jan 1, 2006

  • DFI
    Construction Of Pile Foundation For Railway Viaducts

    By M. D. Khattar

    The paper describes the salient construction features of the Pile foundation work for the Railway viaducts in Algeria. Six viaducts were constructed for execution of the Railway line between Aintemouc

    Jan 1, 1989

  • DFI
    Performance Of Non-Displacement And Displacement Piling, Adelaide Convention Centre, South Australia

    By Felix Cheng

    Extensions to the Convention Centre in Adelaide, South Australia consisted in part of construction over the existing railway system comprising nine rail lines and passenger platforms. Vibro-pile (Aust

    Jan 1, 2002

  • DFI
    Application Of CFA Piles For Foundation Of A Shopping Centre On Long-Standing Dumping Ground

    By Joanna Bzówka

    Nowadays, there are some new requirements for the supermarket floors. The floors are loaded by high point- and moving-loads. In spite of this fact, it is necessary to ensure the stiffness of the floor

    Jan 1, 2006

  • 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

  • DFI
    Thermal Integrity Profiling Of Drilled Shafts

    By Gray Mullins

    The construction of drilled shafts as well as other cast in place foundation alternatives relies heavily on good practices from the contractor, engineer, and inspector in order to produce a quality fo

    Jan 1, 2010

  • DFI
    Analysis Of Static And Dynamic Horizontal Load Tests On Steel Pipe Piles

    By Pastsakom Kitiyodom

    In order to estimate the deformation and load distribution of a single pile subjected to dynamic horizontal load as well as vertical load, a simplified method of three-dimensional numerical analysis,

    Jan 1, 2006

  • DFI
    Real Time Validation of Driven Cast In-Situ Piles

    By Derek Egan

    "Abstract Construction clients want their foundation solutions to be right first time, every time; but it is often the geotechnical contractor who carries the most risk in achieving this. Robust valid

    Jan 1, 2014

  • DFI
    Behavior Of PCC Pile Under Lateral Load

    By Zhitao Ma

    The Cast-in-place Concrete thin-wall Pipe pile, referred to as PCC pile, is a new kind of pile for soft ground improvement. In this paper, firstly, the general introductions of the new pile technique,

    Jan 1, 2006

  • DFI
    Harmonization of Execution Codes: Overview of Standardization for US Transportation

    By Silas C. Nichols

    "Abstract Piling and deep foundations are a staple for transportation projects in the United States (US). Driven or bored piles have been used for everything from support of bridge foundations and ret

    Jan 1, 2014

  • DFI
    PVC And Steel Access Tube Debonding During Sonic Logging Testing For The SC 170 Bridge Replacement Project

    By Edward L. Hajduk

    During sonic logging quality control testing of the drilled shaft foundations for the replacement bridges crossing the Broad and Chechessee Rivers for SC 170 in Beaufort County, South Carolina, irregu

    Jan 1, 2004

  • DFI
    Ultimate Uplift Capacity Of Single And Group Piles In Clay ? Synopsis

    By B. M. Das

    Several laboratory model test results for the determination of the ultimate uplift capacity of single and group metal piles embedded in near-saturated clay have been presented. Based on the uplift tes

    Jan 1, 2010

  • DFI
    The Test on Effect of Polyanionic Cellulose on Process of Filtrate Loss of Low Solid-Phase Drilling Fluid (cdc8479e-b761-4427-8d26-4088be3d5ab5)

    By Ping Yang, Tian-bin Li, Min-hui Wu

    "The process of filtrate loss of low solid-phase drilling fluid at different content of polyanionic cellulose is investigated by the standard filtration test. The test results showed that when time of

    Jan 1, 2017

  • DFI
    Predication Of Heave For Deep Excavation With Irregular Plane Shape

    By Zhang Jiaju

    For the highrise buildings with deep foundstion of irregular plane shape, an appropriate calculate model to the heave of foundation soil after excavation is proposed and studied using analytic method

    Jan 1, 1991