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Capitol Area East End Complex Blocks 171 Through 174 Sacramento, California: A Case History Involving The Application Of APGD And APG Piling Methods ? Introduction
By Brian R. Zuckerman
The Capitol Area East End Complex is currently being constructed under contract with the State of California Department of General Services on two sites adjacent to the grounds of the California State
Jan 1, 2002
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Kirkpatrick Street Pump Station Addition Excavation: Small Project, Big Twist
By James P. Stewart
This case history describes the engineering design and construction for the Contractor of a 35-ft-deep excavation for an 800-square-foot addition to an existing sewage pump station. The site posed une
Jan 1, 2003
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The Effect Of Vertical Pile Loading On Subsequent Lateral Behaviour
By A. Lyndon
Vertical and lateral load tests were carried out on two 13 m deep bored cast-in-place instrumented piles, socketed into weathered sandstone. The first pile, 1200 mm in diameter, was loaded vertically
Jan 1, 1989
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A Novel Approach To The Performance Evaluation Of Driven Prestressed Concrete Piles And Bored Cast-In-Place Piles
By Sridhar Krishnan
This paper presents the results of a comprehensive pre-production pile testing programme for the US$ 800 million 1400MW Coal-Fired Jimah Power Plant Project in Negeri Sembilan, Malaysia. The testing p
Jan 1, 2006
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Deep, Large Diameter Bored Piles In Hong Kong, Two Selected Cases - Synopsis
By Yvone Franco Crosato
The dense population of Hong Kong requires the construction of tall buildings in reclaimed areas or perched on the slopes of the many hills. The large loads to be supported are carried by deep foundat
Jan 1, 2000
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Grouting Methods Involved in Stabilization of TBM Tunnel near CP-06, UAA-04, Chennai Metro
By Yeruva Ramanareddy, Sohail Wajid, Ahmed Shaz, K. Bhavani
"CP-06 is an NATM cross passage which connects up-line and down-line metro tunnels near Kilpauk Medical College, Chennai. It lies completely in loose silty sand to dense sand with water table almost t
Jan 1, 2017
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Bearing Capacity Of Piles Using Cavity Expansion Theory ? Summary
By R. Bellotti
The theory of cavity expansion in an infinite frictional soil mass whose strength is represented by a curved Mohr-Coulomb failure envelope has been used to predict with some confidence the cone resist
Jan 1, 1987
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Vibwall Installation - Cardiff Bay Barrage ? Synopsis
By Graeme McWhirter
This paper discusses the Installation of a Vibwall for the Cardiff Bay Barrage Project Wales, UK, by Kvaerner Cementation Foundations. Only the second use of the technique in the UK the wall was succe
Jan 1, 2000
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Geotechnical Investigation For Deep Foundation Projects In Shanghai Area ? Synopsis
By E. R. Wang
This paper outlines the engineering properties of shallow soil in Shanghai area. The main points that should be paid attention to during deep foundation investigation, and general conditions of experi
Jan 1, 2010
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Long Term Behavior Of Piles - Presented At An ASCE-Penn DOT Seminar Innovations In Geotechnical Engineering - Harrisburg, PA, April 1985
By Donald J. Murphy
Longevity of structural units, as compared to the planned useful life of a facility, always is a design consideration. Typical concerns include slow decay due to environmental factors, and changes in
Jan 1, 1986
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Basement Excavation: Cost Effective Retention System for a Multi Storeyed Structure
By Madan Kumar Annam, Hari Krishna Y
"Basement construction is one of the challenging geotechnical concerns in the urban environment. Several types of retention systems are practiced to support the earth which is suitable for restricted
Jan 1, 2015
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High Capacity And Fully Removable Soil Anchors
By Anthony D. Barley
Over 60,000 multiple anchors have been used internationally since their introduction in the early 1990s, including 1000 in the United States. The multiple anchor system comprises a "multiple" of "unit
Jan 1, 2002
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Characterization Of Loess For Deep Foundations
By Robert L. Parsons
This paper describes the results of a detailed analysis of a loess deposit at the deep foundations test site established by the Kansas Department of Transportation. Multiple CPT, SPT, and pressuremet
Jan 1, 2009
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Design and Construction of the Thames Water Lee Tunnel Shafts, London
By Sivilay Sayavong, David Puller, Julian Gatward, David Hard, Martin Stanley
"AbstractThe Thames Water Tideway Tunnels programme involves the upgrade of London’s combined sewer and storm water system. The first section is the Lee Tunnel between the Beckton Sewage Treatment Wor
Jan 1, 2014
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List Of Delegates
AUSTRALIA CHAPMAN Gary JOHN WAGSTAFF CONTSRUCTIONS PTY. LTD. 1 Ashgrove Crescent 4060 ASHGROVE BRISBANE HILLAR Jaaes Director J.A. HILLAR & ASSOCIATES 99 Woolwich Road WOOLWICH,
Jan 1, 1994
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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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Railroad Bridge Approach Embankment Settlement Mitigation
By Moi Arzamendi, Jose Ramirez, Kenneth Kniss, Sunil Arora, James Gingery
Construction of a new approach embankment for a railroad bridge over a river in Southern California required placing up to 12 ft of fill over soft to medium stiff silts and clays along an approximate
Jan 1, 2018
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Full-Scale Field-Test Studies On Driveability And Induced Ground Vibrations Of Vibratory Driven Sheet Piles
By K. Viking
The vibratory characteristics of full-scale sheet piles, vibratory driven into the ground, have so far not been described systematically in detail. This paper concerns the preliminary results of a ser
Jan 1, 2000
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Deep Bored Piling in Soft Soil and High Lateral Loads
By W. Sondermann
"AbstractThe construction of a distribution centre of minerals for a global mining and resources cooperation demanded the control of deformations and displacement of the stack reclaimer facilities on
Jan 1, 2014
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Innovative Design At Lake Lenexa
By Jacques Moraille
The public is asking for more aesthetic designs if they can be proven cost-effective at providing an appealing element to new dams. Lake Lenexa was designed and built around the idea of providing for
Jan 1, 2009