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Interaction Between New Drilled Shafts And Existing Timber Piles At Holland Tunnel Approach
By Aly M. Mohammad
The 12th and 14th Street Viaducts, which carry Route 139, are located west of the Holland Tunnel in Jersey City, New Jersey. The two viaducts, provide access to and from the Holland Tunnel (which con
Jan 1, 2009
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Variation Of Load Settlement Relations Of 25 Steel Pipe Piles Constructed In A Site From Rapid Pile Load Testing
By Tatsunori Matsumoto
In order to investigate the variation of the load-displacement relations of piles in a site, vertical load tests were carried out on 25 small diameter steel pipe piles. Out of 25 piles, 15 piles were
Jan 1, 2006
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Increase In Shear Modulus By Soil Mix And Jet Grout Methods
By Paul J. Axtell
The results of in-situ geophysical cross-hole tests on improved soil by soil mixing (SM) and jet grouting (JG) are described. This testing was conducted on soil improved by SM and JG columns construc
Jan 1, 2008
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Underwater Cable Anchors - Salvage Of Barge 45, Niagara River ? Background
By Colin C. West
On August 7, 1986, Barge 45, while being towed near the mouth of the Niagara River, was swept downstream and pinned against one of the central piers of the Peace Bridge. The barge rested against the p
Jan 1, 1987
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Design Of Sheet Piling For The Prague Metro Line C
By Jan Pru?ka
This paper describes the sheet pile design for the Line C extension from Ládví station to the North of Prague. The first part of the paper describes the geological conditions and structural configurat
Jan 1, 2011
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Support Of Excavation System - Columbia Heights Metro Station Project - Washington, D.C. - Summary:
By Robert W. Bergwall
The $58,000,000.00 Columbia Heights Metro Station project (Section E3-a) forms a part of the Washington Metropolitan Area Transit Authority's (WMATA) Greenbelt Route - Green Line subway system. T
Jan 1, 1997
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Underpinning With Steel Pipe Piles
By Pasi Korkeakoski
There are about 400 multi-storey buildings founded on wooden piles in the city centre of Turku in Finland. Soil conditions are variable from hard rock to very soft clay. Due to the soil conditions and
Jan 1, 2000
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First Quality Tissue Plant, Lock Haven, Pennsylvania: A Case Study Of Drilled Displacement Dewaal Piles ? Introduction
By Gordon King
The site of the First Quality Tissue plant is located on a previous paper production facility in Lock Haven, Pennsylvania. The new development, which included the construction of a tissue machine buil
Jan 1, 2004
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Results Of Dynamic And Static Load Tests On Helical Piles In The Varved Clay Of Massachusetts
By Jorge Beim
Helical Piles are increasingly being used to support and rehabilitate structures subjected to compressive axial loads. Traditionally, empirical correlations between installation torque and load capaci
Jan 1, 2012
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Micropile Foundations For Support Of New Bridge Structures Over Abandoned Mine
By Timothy J. Myers
Expansion and the economic growth in the southwestern region of Missouri necessitated the expansion of State Route 249 and the construction of a new interchange to provide service to the Joplin, Misso
Jan 1, 2009
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Deep Excavations And Foundations For Locks ? Synopsis
By B. H. Moore
Foundation and excavation problems associated with lock construction projects vary widely. Each lock requires a different foundation to respond to a unique geologic setting. The range of heights and f
Jan 1, 2010
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South 196th/200th Street Corridor And Bridge Crossing, Kent, Washington
By James Su
The Green River Valley in Kent, Washington, is a fast growing area containing retail facilities, warehouse factories and industrial businesses, including the Boeing Space Center. Traffic from Intersta
Jan 1, 1998
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Mt. Baker Ridge Access Pits And Seattle Bus Tunnel Jet Grouted Piles
By John F. MacDonald
From 19BS thru the present, Guy F. Atkinson Construction Company has been involved in several transportation construction projects in the Seattle area. Two of these contracts, the Mt. Baker Ridge Tunn
Jan 1, 1990
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Variable Inertia Elastic Piles On Elastic Plastic Soils Bearing Horizontal Forces: A Numerical Calculation Method Applied To Two Examples Of Structures
By G. Noce
The ever more present necessity for greater precision in foundation structures on vertical piles subject to horizontal forces applied to the heads, in the light of of the latest knowledge about the el
Jan 1, 1989
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Innovative Use Of Micropile Load Test Data For 18th Street Expressway Bridge
By Lance A. Roberts
Micropiles are commonly utilized for applications other than foundation retrofit. In bridges, for example, micropiles can serve as the permanent foundation elements or can be used in temporary suppor
Jan 1, 2009
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Test Pile Program Carrier Pier And South Wharf Naval Station Puget Sound Everett, Washington
By David G. Winter
The first test pile for the carrier pier and south wharf at NAVSTA Puget Sound was driven on December 27, 1989, and the final pile was tested on February 26, 1990. Implementation and modification of t
Jan 1, 1990
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Ground Vibrations from Pile and Sheet Pile Driving Part 2 — Review of Vibration Standards
By K. Rainer Massarsch, Bengt H. Fellenius
"Abstract Vibration limits for buildings with respect to ground vibrations from pile driving published in international standards are reviewed. At first, relevant vibration parameters are defined and
Jan 1, 2014
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The Effect of Arching Pressure on a Vertical Circular Wall
By Sangseom Jeong, Kyoungyul Kim, Jaeyeon Cho
"Abstract The lateral earth pressure of vertical circular shaft is investigated by using experimental tests and a theoretical analysis. The emphasis was quantifying on the magnitude and distribution o
Jan 1, 2014
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High-Capacity Driven-Pile Foundation for a 33-Story High-Rise in Milwaukee, Wisconsin, USA
By Patrick J. Hannigan, William H. Walton, Ryan C. Rusk, Van E. Komurka
"The project consists of a 33-story building with two levels of below-grade parking across the entire building footprint. Timely and cooperative teamwork among the owner/developer, geotechnical engine
Jan 1, 2017
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Measured And Predicted Response Of Laterally Loaded Piles - Synopsis
By K. Mallikarjuna Rao
There are several methods available to estimate deflection and ultimate Capacity of laterally loaded piles. In this investigation an attempt has been made to verify the existing methods for prediction
Jan 1, 1996