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Untangling The Octopus" Bored-In Pile Construction - On Nysdot Project D256424 Ithaca, New York - Executive Summary - Bored-In Pile Construction
By Andrew L. Peterson
CATOH Inc. of Weedsport, New York recently completed a very challenging Bored-In Pile project which features unique construction techniques in the installation and load testing of 45 and 100 ton capac
Jan 1, 1997
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Evolution Of Piling Design And Techniques In Mudstone At Manchester Airport
By Colin Curtis
In recent years, Manchester Airport has undergone expansion including the construction of a second runway, a new terminal building (Terminal 3) and extensions to the existing Terminal 1. Manchester is
Jan 1, 2001
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Deep Mixing in the United States: Milestones in Evolution
By Donald A. Bruce
"Abstract The Deep Mixing Methods (DMM), in their current forms, have been employed in the United States since 1986, although an earlier version had seen service from 1954. The earlier developments we
Jan 1, 2014
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Integrity Testing Of Deep Foundations - Synopsis
By R. T. Stain
Integrity testing of deep foundations is now common practice in Europe, indeed in the City of London such testing is a contractural requirement on every site. This paper is in two parts: Part
Jan 1, 1987
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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
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Kentucky Route 9 - Licking Pike Widening Design Build Slope Stabilization
By Frederick W. Slack
This paper will discuss the inherent value engineering associated with the design and construction of approximately 184,000 SF of anchored tieback wall, installed as part of the widening and drainage
Jan 1, 2003
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Berminghammer II 25 Vertical Travel Lead System: Innovative Technology For Deep Foundation Soil Mixing - 0.0 Introduction
By Andy Schroeder
Located in Hamilton, Ontario Canada, Berminghammer Foundation Equipment, is a manufacturer of advanced foundation equipment with 30 years of experience. The company is represented in more than 20 coun
Jan 1, 1997
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A New Diaphragm Wall Technology Providing Mechanical And Watertightenss Continuity
By P. Dupeuble
Diaphragm walls, owing to their method of construction are discontinuous structures. A new technology for the construction of joints between panels has been developed. This new process allows for the
Jan 1, 2010
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Stabilization Of Organic Soil With The Limix System
By Magnus Ruin
The dry deep mixing method for stabilization of soft soil has been used in the Scandinavian countries for 25 years. The typical application has been stabilization of soft inorganic clay. Today the met
Jan 1, 2001
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Constructability Of Tiedback Wall Systems - I. Introduction
By Thomas C. Anderson
Tiedback walls are now recognized and accepted as a good solution for a variety of structural problems: ? Retaining Walls and Bridge Abutments in cut situations ? Landslide stabilization ? Rep
Jan 1, 1991
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Innovative Construction Techniques Used At North Shore Construction Project
By Kanchan K. Sen
The North Shore Connector (NSC) project will extend the Allegheny County Port Authority?s Light Rail Transit System from downtown Pittsburgh below the Allegheny River to the North Shore via twin bore
Jan 1, 2010
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Deep Soil Mixing Utilizing Multi-Auger Equipment And Procedures - General - Background Information
By Robert Jakiel
The following paper is being presented to provide a basic understanding of the equipment and procedures used in multi-auger deep soil mixing as part of the program for the Deep Foundations Institute (
Jan 1, 2001
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Tubex-Grout-Injected-Piles For The Parenco Paper Mill In Renkum (The Netherlands) - The Application Of Tubex-Groutinjection-Piles For The Parenco Paper Mill PM-1 In Renkum (The Netherlands)
By Sikko Doornbos
For the extension of the Paper Mill of Parenco in Renkum, the Netherlands, the application of a pile foundation was required. The demands for this pile foundation were very explicit a vibration free a
Jan 1, 1987
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Value Engineering of Reinforcement used in Large Diameter Drilled Shafts
By Shahid Islam, Lucian Bogdan
Deep and large diameter drilled shafts use mostly bundles of Grade 60 (415 MPa) reinforcing bars as longitudinal reinforcement with rebar splices to make it longer. Lower Grade steel requires large nu
Jan 1, 2018
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Axial Load Tests In Drilled Shafts And Piles In A Refinery: Comparison Between Design And Experimental Results
By Walter I. Paniagua
Drilled shafts and precast concrete piles were installed for the foundation of several structures in a reconfiguration project of a refinery in Minatitlan, Veracruz, in the Gulf of Mexico. The soils a
Jan 1, 2007
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Micropiles Prove Advantageous Over Drilled Shafts For Merchants Railroad Bridge Rehabilitation
By Jeffrey R. Hill
To extend the life of the Merchants Railroad Bridge crossing the Mississippi River in St. Louis, MO, the owner implemented a rehabilitation and reconstruction project. The Merchants Bridge provides a
Jan 1, 2006
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Design and Installation of Gudrun Platform Jacket Piles
By Gunhild Hennum, Tewodros Tefera, Gisle Håland, Annette Jahr
"Abstract The Gudrun field is located west of Stavanger in the North Sea at water depth of 109 m. A jacket substructure was selected to support the topside and was installed in 2011. The jacket shall
Jan 1, 2014
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I-470 Mine Remediation
By Sheryl D. Gallagher
The project consisted of filling an abandoned underground limestone mine to facilitate construction of a new entrance ramp to I-470 in Lee?s Summit, Missouri. Due to collapse of mined areas near the
Jan 1, 2009
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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