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Bi-directional Load Testing Using Donut Super Cells For Hangzhou West Railway Station
By Antonio Marinucci, Robin Mao
The new Hangzhou West Railway Station, which is currently in the early stages of construction, will be located in the city of Hangzhou, China. To accomplish the ambitious goals of the project, the con
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Static And High Strain Dynamic Test Co-Relation Studies On Cast-In-Situ Concrete Bored Piles - Synopsis
By N. V. Nayak
Maharashtra State Road Development Corporation Ltd., has initiated a scheme for construction of 55 flyovers in Mumbai in India. To ensure speedier completion of projects several new technologies were
Jan 1, 2000
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25 Story Structure On River Flood Plain Soils Improved By Vibrocompaction And Compaction Grouting
By Frank Callanan
The Ameristar Casino expansion project included the design and construction of a 25-story hotel and 9-story parking structure expansion. The site is located in a floodplain on the banks of the Missour
Jan 1, 2009
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Fraser Heights Bridge – Comparison between PDA Tests and Pile Capacity Estimation Methods
By Ali Azizian, Brian Hall
"Driven piles were selected to support the Fraser Heights Bridge bents. Piles were a key component of the top-down construction approach, which was adopted for minimizing potential impacts on an envir
Jan 1, 2016
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Micropile Foundation Retrofit Design For Richmond-San Rafael Bridge, Richmond, California - Introduction
By Patrick E. Durnal
The Richmond-San Rafael Bridge was built in the early 50s' and was first opened to traffic on August 31, 1956. Among California's longest steel bridges, it spans more than 21,000 feet across
Jan 1, 1998
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Design and In-Construction Geologic Characterization of Micropiles to Support a Historic Transmission Line Upgrade in the Steep Talus and Basalt Slopes of the Columbia River Gorge
By Brian J. Olson, Kevin Haiar
Originally constructed between 1939 and 1941 as part of Franklin D. Roosevelt’s New Deal programs, the Bonneville to Hood River 115 kV Transmission Line required an infrastructure upgrade to remain re
Sep 8, 2021
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World Financial Center Foundations, New York
By G. Tamaro
The World Financial Center is situated on a 60,000 square meter site at Battery Park City at the southern tip of Manhattan Island. The foundations for the buildings and the related infrastructure pose
Jan 1, 1989
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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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Computation Of The Load/Settlement Behaviour Of HP-Bearing Piles - 1. Introduction
By E. E. De Beer
This paper describes a method for the determination of the settlement of an individual H-bearing pile, based on the results of CPT-tests. As implied by the nature of the problem, no analysis perform
Jan 1, 1987
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Dynamic Pile Testing - The Caltrans Results - Dynamic Pile Testing - Who Needs It?
By G. G. Goble
Dynamic pile testing is now over 20 years old as a routinely applied tool for evaluating driven pile installation. The first test on a cast-in-place pile was performed more that 15 years ago. The rese
Jan 1, 1993
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Driven Piles In Glacial Deposits Exhibiting Time Dependent Capacity
By Upendra L. Karna
The pile capacity gain with time evaluated and implemented for the construction of the Route 21 Viaduct in Newark, NJ, U.S.A is discussed in this paper. The project consisted of the replacement of mor
Jan 1, 2006
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Deterministic Analysis for Liquefaction and its Mitigation by Suitable Foundation Type in Bangladesh
By Arpit Parikh
"Ground Water or Pore water pressure development in Sandy Soil formation is Critical situation in foundation analysis and design.Moreover it become severe while associated with higher liquefaction pro
Jan 1, 2017
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Instrumented Load Tests On Closed-And Open-Ended Piles
By Junhwan Lee
Pipe piles can be either closed- or open-ended piles. Pile load capacity for a closed-ended pile consists of the shaft and base resistances, while, for an open-ended pile, it consists of shaft, soil p
Jan 1, 2003
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Dynamic Analysis Correlation Of Standard Penetration Resistances With The Adhesion Of Very Stiff To Hard Clays On Driven Piles
By Chris D. Thompson
In Southern Ontario, Canada, piles are frequently driven through competent clayey soils to obtain end bearing on extremely dense till or bedrock. One reason for this is the difficulty at assessing the
Jan 1, 2002
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Non-Conventional Practice: Recent Case Histories of the use of Vertical Buttress Piles in Deep Excavation Support
By Tony Brunger, Abid O. Adekunte, George Munteanu, David Greentree
A number of novel solutions have been proposed in recent years as alternatives to props and tie-backs in deep excavation support e.g. Adekunte (2008), Deschamps et. al. (2008), Adekunte et al. (2010)
Jan 1, 2018
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Deep Soil Mixing for Contaminated Soil Remediation at a Superfund Site
By Larry Stearns, Lori Tiefenthaler
Remediation of contaminated soil represents a significant market for application of Deep Soil Mixing (DSM). Eighty-one percent of U.S. Environmental Protection Agency (EPA) Superfund Program’s site re
Jan 1, 2018
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Fundex - Deep Foundation Institute Tensile Pile Test Seminar - September 9 & 10, 1993 - Introduction
After the Loma Prieta Earthquake, which caused major damage to viaducts in the Bay Area, the California Department of Transportation set up a test programme for foundation piles. Funderingstechnieken
Jan 1, 1993
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Behavior Of Grouted Shaft Helical Anchors In Clay
By Alan J. Lutenegger
Some years ago, a method was developed to incorporate a grout column around square-shaft helical screw-piles and anchors to increase shaft buckling resistance under compression loading. An additional
Jan 1, 2011