Search Documents

Search Again

Search Again

Refine Search

Publication Date
Clear

Refine Search

Publication Date
Clear
Organization
Organization
  • DFI
    Application Of Neurofuzzy Approach To Estimate Duration And Evaluate Delay For Diaphragm Wall And Barrette Construction

    By Thoedtida Thipparat

    The diaphragm walls and barrettes are very important to the constructions of multi-storeyed buildings, elevated expressways, subway railway stations, etc. Uncertainties particularly increase in accord

    Jan 1, 2006

  • DFI
    Auger-Cast Piles Founded In Compressible Bearing Stratum

    By Alfred H. Brand

    New York City contains extensive deep deposits of glacial lake varved silt and clay, often overlain by organic soil. An 18 story building was proposed for Manhattan's upper East Side in one such

    Jan 1, 2003

  • DFI
    Installation Of Augered Cast-In-Place Piles - Equipment (b596934a-6910-4dd1-8c4a-72745306d21b)

    By Tracy Brettmann

    ? Hollow Stem Auger ? Drill Bits ? Leads/Torque Arm ? Hydraulic Gearbox ? Hydraulic Power Unit ? Grout Pump ? Crawler Crane

    Jan 1, 2001

  • DFI
    Mitigating Settlement with Pile-Supported Approach Slabs

    By Reda M. Bakeer

    "An approach slab is the roadway segment that immediately follows a bridge intended to provide a smooth transition between the two elements. Some approach slabs have developed rough rideability with t

    Jan 1, 2017

  • DFI
    Evaluation Of Pile Foundation Design Methods Using Load Tests

    By SungWon Park

    The efficiency of the current design methods for computing pile resistances is evaluated using field load-settlement tests results. Twelve load-settlement test data for drilled shafts and bored piles

    Jan 1, 2009

  • DFI
    Evaluation For Stone-Column Composite Foundation In Rayleigh Wave Method

    By Zhang Baoshan

    In this paper, the forced features and dynamic behaviors of stone-column composite foundation are concisely related. The characteristics of Rayleigh wave method is summarised. This method is proposed

    Jan 1, 1991

  • DFI
    Helical Pile Foundation Anchors As A Practical Alternative

    By Dilip Khatri

    Helical pile anchors have gained acceptance over the past sixty years. Most recently they have been commonplace in the 20th century for the power utility industry in anchoring transmission towers, equ

    Jan 1, 2003

  • DFI
    Instrumented Load Tests On Closed-And Open-Ended Piles

    By Junhwan Lee

    Pipe piles can be either closed- or open-ended piles. Pile load capacity for a closed-ended pile consists of the shaft and base resistances, while, for an open-ended pile, it consists of shaft, soil p

    Jan 1, 2003

  • DFI
    Laboratory Study on Creep Behavior of Chemically Stabilised Soft Soils under Unconfined Conditions

    By Venda Oliveira P. J., Correia A. A. S., Danisi C. M.

    "AbstractA laboratory study has been undertaken to establish common understanding of the creep phenomenon of a Portuguese soft soil chemically stabilised with binders. In order to study the effect of

    Jan 1, 2014

  • DFI
    2 Recent Technological Developments In Deep Foundations Without Soil Excavation - Recent Technological Developments In Deep Foundations Without Soil Excavation - Brief Review Of Papers To Session 2

    By Bengt H. Fellenius

    Session 2, Deep Foundation without Soil Excavation, has attracted no fewer than 22 papers dealing with subjects from soil improvement by grouting, injection, and deep mixing techniques through vibrofl

    Jan 1, 1994

  • DFI
    Drilled Piers In The Piedmont - Introduction

    By Stanley A. Schwartz

    In the Piedmont, heavily loaded structures are generally supported by either drilled piers or one of several pile types. The choice of drilled piers or piles is typically one of comparative costs. The

    Jan 1, 1988

  • DFI
    Problems Of Cast In Situ Driven Piles Added To Existing Piles And Built Near A Standing Structure

    By L. F. Albert

    The paper describes solutions given to foundation problems during the reconstruction of a power plant set on fire, located adjacent to several still Working Units. After a detailed site and laboratory

    Jan 1, 1989

  • DFI
    Use of Menard Pressuremeter Test Results to Predict a Bearing Capacity and Settlement of Bored Piles

    By Ramdane Bahar

    "Abstract The design foundations can be performed using Menard pressuremeter rules that require a limit pressure and a pressuremeter modulus. In recent years, another trend of interpretation of this t

    Jan 1, 2014

  • DFI
    The Design Of Deepwater Wharves Which Are In The Complex Geological Conditions Of Pearl River Estuary

    By F. W. Liang

    The geology of pearl River estuary belongs in strong weathered rock quaternary geological systen, so the conditions are complication. Since 80's we built the first deepwater wharf of Shenzhen chi

    Jan 1, 1991

  • DFI
    Vibration Environmental Effect Of Construction Operations - Synopsis

    By Mark R. Svinkin

    Construction vibrations may be harmful to adjacent and remote structures, sensitive instruments and people. Construction vibration sources have a wide range of energy, displacement, velocity and accel

    Jan 1, 2000

  • DFI
    Non-Destructive Testing Methods For Drilled Shaft And Acip Piles

    By George Piscsalko

    There are numerous methods currently available to assess the integrity of drilled shaft and ACIP piles. Each method has its advantages and limitations. This paper will compare the various available me

    Jan 1, 2011

  • DFI
    Application Study On Non-Destructive Static Test Pile

    By Han Xuanjiang

    Through whole analysis of static testing piles information of a teaching building, this paper put for ward that when the ratioes of unload rebound amount to residual deformation and to total settlemen

    Jan 1, 1991

  • DFI
    Augered Cast-In-Place Piles Deep Foundations Institute (DFI) 1988 Annual Meeting - Ritz-Carlton Hotel In Atlanta (Buckhead), Georgia

    By James J. Neate

    The augered cast-in-place pile system came into use in the late 1940's where various techniques were tried using pressure grouting methods. In the early development stages some piles were install

    Jan 1, 1988

  • DFI
    Underground Parking Facilities In Rotterdam

    By Henk E. Brassinga

    In Rotterdam a number of underground parking facilities have been built and are under development in the inner city, and in the suburbs. These parking facilities are located at already densely built a

    Jan 1, 2006

  • DFI
    Piling The Gateway To Europe

    By Howard Roscoe

    Linking Ashford International Station to the new Channel Tunnel Rail Link required over 5000 rotary bored and CFA (continuous flight auger) piles to form tunnel walls and viaduct foundations and to su

    Jan 1, 2002