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A Soil Quake Davisson Offset Method For Drilled Foundations
By Michael Perlow Jr
A modification of the original Davisson Offset Limit (DOL) is presented for drilled foundations using soil quake (QDOL) factors ranging from 2 to 6. A further modification of the Davisson Offset Limit
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Experiences With A New Type Of Displacement Screw Pile - Synopsis
By William Van Impe
A most renewing and promissing soil displacement screw pile is called the O-pile. The O-screw pile is a soil displacement auger pile based on a screwing in - screwing out procedure. The displacement a
Jan 1, 1996
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The Application Of Interlocked Steel Pipe Pile And Steel Sheet Pile For An Industrial Port ? Synopsis
By M. Tominaga
An industrial port complex was constructed on the west coast of Leyte Island The work was started in December 1981 and completed in May 1984. This port complex includes a 665 m long wharf and can acco
Jan 1, 2010
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Modelling The Behaviour Of Pile Groups With Favourable Group Efficiencies
By A. V. Rose
A redevelopment in the City of London has been constructed with a piled foundation system that is believed to be the first of its kind. The purpose of the research is to explore this novel foundation
Jan 1, 2011
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Resolution Of Prestressed Concrete Pile Splice Problems - Summary
By David Siu
Many problems were encountered with the mechanical wedge-type splices used for the 15-inch square precast prestressed concrete piles installed at an industrial plant site. Many of the wedges were brea
Jan 1, 1991
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Construction Considerations For Ground Modification Projects ? Synopsis
By J. P. Welsh
Ground Modification construction is rapidly evolving in the United States. An assessment of the construction status of Ground Modification methods with their dates of introduction and general acceptan
Jan 1, 2010
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Rehabilitation Of Existing Foundation Piles Of Marine Structures In New York City Harbor, USA
By P. B. Kelleher
Most of the piers and other pile-supported marine structures in the New York City Harbor area were constructed prior to the widespread use of currently available pile protective systems. As a result,
Jan 1, 1989
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The Synergy Between Theory And Practice In Geo-Engineering
By Bas R. Hemmen
GeoBrain is a facility at GeoDelft with the purpose to provide society with all relevant geo-engineering knowledge and experience in a structured way. On the basis of the available knowledge and exper
Jan 1, 2006
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Pore Water Pressure Response and Effect on Installation Torque of Large Diameter Helical Piles in Soft Soils
By Howard A. Perko, M. Mae Benvenga, Heather H. Trantham
Displacement of soil and groundwater during helical pile installation can produce excess pore water pressures (PWP) in fine-grained soils. Pore water pressure reduces effective stress in the soil imme
Jan 1, 2018
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Building Response To Construction Activities
By Marco D. Boscardin
Control and mitigation of building response to construction activities are assuming a greater role in design decisions for underground construction. Alternatives for controlling building response have
Jan 1, 2003
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Installation And Performance Characteristics Of High Capacity Helical Piles In Cohesive Soils
By Mohammed Sakr
This paper presents the results of a full-scale axial compression and tension (uplift) testing program executed on large-capacity helical piles installed in very stiff to very hard clay till soils (i.
Jan 1, 2012
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Estimating N Value from Data in Press-In Piling
By Yukihiro Ishihara, Nanase Ogawa, Ming Lei
"Abstract In the Press-in Method, a static jacking force is used to install a prefabricated pile, while a reaction force is gained from previously installed piles. This piling technique has solved pro
Jan 1, 2014
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Mini-Piling And Soil Anchors ? Introduction
By Martin C. Jones
This paper outlines the development of small diameter grouted piling, to deal with foundation problems in difficult soils conditions and in very restricted access areas. A number of applications are o
Jan 1, 1987
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Design Of Foundation On Granular Piles For Five Storeyed Esidential Complex At Nazira, Assam - Synopsis
By B. N. Hira
A multistoreyed residential complex was at the penultimate stage of construction by ONGC at Nazira, Assam. The site was situated at high earthquake zone. The subsoil was very weak and contained soft t
Jan 1, 1996
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Soil Damping In Saturated Sandy Soils For Determining Capacity Of Piles By Wave Equation Analysis
By Mark R. Svinkin
This paper deals with application of the wave equation analysis to determine capacities of piles driven in saturated sandy soils. It shows that pile capacity in sandy soils changes with time after the
Jan 1, 1995
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Innovations In Scandinavia
By Carl-John Grävare
This paper deals with some of the systems and equipment that are being developed and/or are in use in Scandinavia. The main subject is the development of loading tests on the piles using monitoring eq
Jan 1, 2000
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Creative Shoring Solutions For A Tight Urban Site
By David G. Winter
The Olive 8 excavation site in Seattle was surrounded on three sides by conditions requiring innovation, careful modeling, and extensive instrumentation to support use of a first-of-its-kind shoring s
Jan 1, 2009
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Static Alternating Cyclic Horizontal Load Tests On Driven Steel Pipe Piles Of Foundations For Highway Bridges
By Kouichi Tomisawa
Two bridges were constructed for extension work of Central Hokkaido Connection Road in 2005 at two different sites. Pile group foundations were employed for the foundations of abutments of the two bri
Jan 1, 2006
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Use of CSM to Support a Heritage Building
By Chris G. Leach
"Abstract A seven storey Northbridge area of Perth, Western Australia presented residential apartment complex located in the an opportunity for a novel application of Cutter Soil Mix technology (CSM).
Jan 1, 2014
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Experiences With Heavy Drop Hammer Testing Of Rock-Socketed Shafts
By Frank Rausche
Since the early 1980s, when the Road Construction Authority of Victoria authorized the dynamic proof testing of roughly 100 drilled shafts of 1.5 m diameter and typically 60 m length in Melbourne Aust
Jan 1, 2006