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Case History Of The Support Of Excavation System Used At The Atlantic Building Project In Washington, DC
By Joseph C. Gillen
This paper discusses the design, construction, and performance of the support of excavation system used at The Atlantic Building jobsite. The support of excavation system had to be adaptable to the d
Jan 1, 2006
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Reconstruction Of Hudson River Pier 86 - Home Of The USS Intrepid Aircraft Carrier
By Michael Quadagno
Hudson River Pier 86, home of the historic USS Intrepid Aircraft Carrier and the Intrepid Sea-Air-Space Museum, is currently undergoing a $30M reconstruction. This project involves the demolition of t
Jan 1, 2008
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Rehabilitation of U.S. 70 Bridge over Lake Hamilton (de2c0766-552c-4812-a9ab-394a9bebc445)
By Ryan P. Sullivan, G. Alan Klevens, Jian Huang
"BACKGROUNDLake Hamilton in Hot Springs, AR was created in 1932 when the Arkansas Power and Light Co. completed Carpenter Dam on the Ouachita River to generate electricity. Today, the 7,200-acre (2,91
Jan 1, 2007
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Rehabilitation of U.S. 70 Bridge over Lake Hamilton
By Ryan P. Sullivan, G. Alan Klevens, Jian Huang
"BACKGROUNDLake Hamilton in Hot Springs, AR was created in 1932 when the Arkansas Power and Light Co. completed Carpenter Dam on the Ouachita River to generate electricity. Today, the 7,200-acre (2,91
Jan 1, 2007
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Innovative Drilled Shaft Installation Process Through Existing Bridge Foundations
By Tracy Brettmann
The Highway 146 Bridge Expansion Project across the Clear Creek Channel in Houston, Texas was designed on driven precast concrete piles. However, during construction, the piles along one side of the b
May 1, 2022
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Performance Of Three Unique Shoring Sections For Block 75 Shoring
By Chris Sammon
The Block 75 portion of the City Creek redevelopment project in Salt Lake City required multiple shoring walls surrounding the 6 acre site constructed to depths ranging from sixty-five to ninety feet
Jan 1, 2010
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Dynamic Analysis Of Follower Driven Piles For The Venice Flood Gate Project
By Frank Rausche
Without doubt, driven piles are the most economical deep foundation element for a nearshore environment, providing for high bearing capacities and stiffness, quick installation times, assured quality
Jan 1, 2006
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Critical Evaluation of Indian Standard for the Design of Laterally Loaded Piles
By Sanket Rawat, Ravi Kant Mittal, Vikash Prasad
"The understanding of the response of pile foundations under various types of loads is a necessary prerequisite to analyze and design them properly. Therefore, this paper highlights and compares the p
Jan 1, 2017
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Large Diameter Shafts - Youghiogheny Reservoir Bridge
By Paul J. Lewis
Estimation of the axial side shear resistance of drilled shaft rock sockets is directly related to the unconfined compressive strength of the bedrock. Commonly, the mean unconfined compressive strengt
Jan 1, 2005
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Technical Note - Simplified Settlement Model For A Shallow Foundation On Composite Ground With Rigid Piles
By Timothy C. Siegel
A piled raft refers to a shallow foundation that is structurally connected to the piles, while composite ground refers to a soil-pile matrix where the piles are not structurally connected. The design
Jan 1, 2011
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Advantages of Pressed-In Sheet Piles for New Orleans’ Hurricane and Storm Damage Risk Reduction System Flood Control Project
By Ian Vaz, Takefumi Takuma
"The New Orleans area has been repeatedly flooded by major storms and hurricanes since its French colonial era. After severe flooding in May 1995, the U.S. Congress authorized a massive flood protecti
Jan 1, 2017
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Diaphragm Walls Acting As Anchor Curtains Of Laterally Loaded Structures - Synopsis
By J. Matos e Silva
The paper refers two examples of structures located in seismic areas (Cases 1 and 2). The first one (Case 1) is the Torroal Bridge, located about 100 Km South of Lisbon, in the road Troia-Grandola
Jan 1, 1996
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Use Of Large Diameter And Long Steel Pipe Piles In Japan ? Synopsis
By K. Kawakami
In Japan, pile foundations have been used extensively for buildings, bridges and port facilities. A large number of steel pipe piles were first used in the 1960's and the amount of steel used in
Jan 1, 2010
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A Case History of Intrinsic Remediation of Reactive Tailings Seepage for Questa Mine, New Mexico
By SungJe Chi
Intrinsic remediation is the effect of natural attenuation mechanisms - dilution, dispersion, sorption/precipitation and biodegradation - reducing contaminant concentrations in ground water to specifi
Jan 1, 2017
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Deep Compaction Of Saturated Loess By Means Of Sand-Gravel Piles ? Synopsis
By Z. G. Lin
In Xian, China, compaction by means of soil (or lime-soil) piles is one of the effective methods widely used for densifying loess and eliminating its collapsibility. However, as a result of groundwate
Jan 1, 2010
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2D And 3D Analysis Of New Austrian Tunnelling Method
By G. R. Dasari
New Austrian Tunnelling Method (NATM) has been analysed by Finite Element method in two and three dimensions by Strain Dependant Modified Cam Clay (SDMCC) Model. The effects of construction sequence,
Jan 1, 1996
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Multiple Foundation Systems For The Porter Street Outfall Relocation For The North Approach - Summary
By William D. Spielvogel
The Massachusetts Highway Department awarded the Porter Street Outfall Project to the J.M. Cashman Company in November 1991. Timely completion of the Project in one and one half years is critical to t
Jan 1, 1994
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Unusual Dolphin Monopile Structure
By C. T. Christensen
The paper gives an outline of the design, installation and performance of a series of mooring and berthing dolphins for a major ferry berth outside the port of Elsinore, Denmark. The Dolphins are larg
Jan 1, 1989
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Increasing Lateral Pile Stiffness Through Limited Soil Improvement
By Thomas J. Weaver
Piles extending through soft soil near the ground surface will have a relatively low lateral stiffness. As a result, lateral serviceability limits may control the number of piles required for foundat
Jan 1, 2006