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  • DFI
    Drilling And Dewatering In An Urban Environmentprivate - Project Description And Location

    By Joel Moskowitz

    In 1990, the United States General Services Administration (GSA) issued a contract for design and construction of a new federal court building in New York City. Mueser Rutledge Consulting Engineers (M

    Jan 1, 1996

  • DFI
    Case History: Effect Of Plastic Clays On The Behavior Of APGD Piles In Central Florida

    By Amr M. Sallam

    In recent years, with the increase of the number of high-rise buildings that are proposed and being built in Central Florida especially in Downtown Orlando, Augered Pressure Grouted Displacement (APGD

    Jan 1, 2006

  • DFI
    A New Analysis Of Data From Statnamic Tests On Piles In Clay

    By William F. Anderson

    A series of pile load tests (maintained load tests, constant rate of penetration tests at different rates, and statnamic tests) was carried out on an instrumented model pile installed in clay beds pre

    Jan 1, 2006

  • DFI
    Bearing Capacity Of Piles In Soils With Time Dependent Characteristics

    By M. J. Preim

    Two case histories are presented on the evaluation of static bearing capacity of piles driven in soils that exhibit time dependent strength changes. Under consideration are a steel and a concrete pile

    Jan 1, 1989

  • DFI
    To Protect Pit-Wall By Means Of Chemical Grouting In Excavation Work Of Deep Foundation Pit

    By Xiong Houjin

    In the excavation works of some deep foundation pits within the boundaries of Guang­dong Province of China, though some measures, such as steel sheet piles, diaphragm walls, etc. were taken to protect

    Jan 1, 1991

  • 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
    Single Axis Tooling Methods - A. Introduction

    By George K. Burke

    Single axis soil mixing is a mechanical method of blending soil in situ with a reagent binder to achieve improved character. Generally this achieves a design compressive strength or shear strength and

    Jan 1, 2001

  • DFI
    Pile Design According to Eurocode 7, Highlights and Developments

    By Adriaan van Seters

    "Abstract The content of Eurocode 7 – Part 1 and Part 2 – with respect to piled foundations is outlined. The important role of pile testing is presented and the derivation of the characteristic value

    Jan 1, 2014

  • DFI
    Converse Probabilistic Analysis And Testing In Situ For Bed Rock Under Pile With Large Diameter

    By Peng Jiahong

    With ultrasonics application during checking the large diameter cast-in-situ pile body, it is usualy applied the statistical method of probability and PSD. This paper presents a converse probabilistic

    Jan 1, 1991

  • DFI
    Sheetpile Wall System With Tiebacks In A Soft Clay Profile - Description - A. Alignment Description

    By Jean J. Abiassi

    The Boston Marine Industrial Park (BMIP) VENT 6 project is a cut and cover tunnel, part of the Central Artery / Tunnel (CA/T) in the city of Boston. The BMIP job will serve as the south approach t

    Jan 1, 1994

  • DFI
    Effect Of Stabilizing Soft Super-Saline Soil By Vibroflotation ? Synopsis

    By S. F. Fu

    The Charkhan Salt Lake area of the Chaidamu Basin in West China is characterized by soft super-saline soils with very high contents of soluble salts. From the engineering point of view, these saline s

    Jan 1, 2010

  • DFI
    Dewatering Practice For Deep Basements In Hawaii

    By Masanoub R. Fujioka

    A brief discussion of the methodologies involved in dewatering practices, particularly as used in Hawaii in coralline formations. A description of early dewatering practices includes a number of case

    Jan 1, 1986

  • DFI
    Understanding Soils Reports - Presented At A Structural Engineers Association Of Northern California Continuing Education Seminar On Foundations/Excavations, March 1984

    By Loring A. Wyllie

    Preparation, understanding and use of soils reports must be a team effort to be fully effective. The soils engineer must know what is to be built and exactly where. The structural engineer and owner m

    Jan 1, 1986

  • DFI
    Non-Linear Analysis Of Laterally Loaded Piles: Calibration Of A New Method

    By Vasileios A. Drosos

    The response of pile foundations to lateral loads is an important factor for the successful performance of several critical structures. A new numerical code for the analysis of single piles under late

    Jan 1, 2006

  • DFI
    The Theory And Practice Of Deep Foundations

    By Xu Ronglie

    This paper looks back on the developments and achievements of deep foundations, on the basis of the complex geological conditions and environments in China. It sums up advances in theoretical and appl

    Jan 1, 1991

  • DFI
    Mission Valley Viaduct Piledriving - 1998 DFI Conference Seattle, Washington October 8, 1998

    By David A. Jack

    The Mission Valley Viaduct is located in San Diego, California. This structure is the intersection of Interstate 8 and 805. The project consists of the main viaduct, 8 connecting ramps, and one highwa

    Jan 1, 1998

  • DFI
    Deep Foundation Construction Using "Top/Down" Building Techniques In The United States

    By David C. Lager

    While not a new construction technique "top/down" construction is seeing increased use in high rise building construction. Using diaphragm wall, drilled shaft and mining construction techniques, top/d

    Jan 1, 1987

  • DFI
    Design Of The Foundation Of Zhu Jiang Fanying High-Rise Building Complex ? Synopsis

    By A. F. Deng

    A general description of the project, mainly the pier foundation design of the ZHU JIANG FANYING is presented in the paper. The major contents include the foundation scheme, the evaluation of bed-rock

    Jan 1, 2010

  • DFI
    Mini-Pile Design And Construction Methods Change To Mitigate Soil Loss Through Glacial Till

    By Cassandra A. Wetzel

    Rock socketed mini-piles are a desirable foundation alternative when design capacity is more than 40 tons and there is limited access. In this case history mini-piles were designed to support between

  • DFI
    Prediction And Calculation Of Construction Vibrations - Summary:

    By Mark R. Svinkin

    Construction-induced vibrations may be detrimental to adjacent structures and sensitive electronics operating nearby. Construction vibration sources have a wide range of energy and velocity, as a func

    Jan 1, 1999