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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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