Search Documents
Search Again
Search Again
Refine Search
Refine Search
- Relevance
- Most Recent
- Alphabetically
Sort by
- Relevance
- Most Recent
- Alphabetically
-
Risk Mitigation Strategies For Cut And Cover Tunnels At The Mitchell Interchange
By Mark Maday
As part of the I-94 North-South Corridor reconstruction program, the Wisconsin Department of Transportation (department) is reconstructing the Mitchell Interchange in Milwaukee, Wisconsin. Located o
Jan 1, 2011
-
Berminghammer II 25 Vertical Travel Lead System: Innovative Technology For Deep Foundation Soil Mixing - 0.0 Introduction
By Andy Schroeder
Located in Hamilton, Ontario Canada, Berminghammer Foundation Equipment, is a manufacturer of advanced foundation equipment with 30 years of experience. The company is represented in more than 20 coun
Jan 1, 1997
-
SFMOMA Expansion – Multiple Uses of Ground Improvement – A Case Study
By Scott A. Walker, Frank L. Rollo
"The San Francisco Museum of Modern Art (SFMOMA) in downtown metropolitan San Francisco, California, is supported on a mat foundation. Although the mat foundation of the original museum was designed t
Jan 1, 2014
-
Innovative Methods for Underground Parking in Central Cities
By Qi Wang, Zengzhu Kang, Jianguo Liu, Guanglei Liu
"Due to the increase of automotive vehicles, available parking spaces become a new type of limited resource in central cities of China, especially in those old districts without visionary urban planni
Jan 1, 2017
-
Study Of Hammer Selection For Driven Steel Pipe Pile
By Jiwei Duan
The energy transferred from a hammer to the pile top is considered as the effective energy in this paper. The effective energy is related to the pile dimensions, soil and pile-soil interface propertie
Jan 1, 2006
-
Response to Load for Four Different Types of Bored Piles
By Mario Terceros H., Bengt H. Fellenius
"ABSTRACTFour strain-gage instrumented bored piles were constructed in a sedimentary, dense to very dense, fine to medium sand in Santa Cruz, Bolivia. Two of the test piles were the normally used bore
Jan 1, 2014
-
Spin-Fin Pile Technology
By Dennis Nottingham
Spin-fin pipe piles can develop large loads in tension, thus have evolved as a foundation product of great potential. Currently, over 500 spin-fin piles have been used successfully in dolphins, docks,
Jan 1, 1990
-
Automated Installation Monitoring For Augercast And Driven Piles
By Garland Likins
Where soil conditions are favorable, augercast piles have significant economic advantages, but they also have some uncertainty due to the in construction methods. To confirm structural integrity, stat
Jan 1, 1999
-
An Overview Of Soil Mixing In The United States ? Introduction
By Peter J. Nicholson
Since the reintroduction of soil mixing to the United States over 10 years ago, the work installed by soil mixing technology has grown dramatically. From an annual turnover of less than ten million do
Jan 1, 2001
-
A New Approach To Estimate The Base Bearing Capacity Of Driven Piles Based On SPT Data
By N. Shariatmadari
In recent years, determining bearing capacity of piles from in-situ testing data as a complement of static and dynamic analysis has been used by geotechnical engineers. In this paper, different approa
Jan 1, 2006
-
Designed, Dynamically Load Tested And Installed Pile Foundation In Southwest Florida - A Case History
By Christopher J. Pacitto
This paper presents a case history of an engineered, monitored, and tested program that provided an effective and satisfactory basis for the completion of pile foundations for Twin Dolphins 1 at La Pe
Jan 1, 2002
-
Minipiles And Jet-Grouting: A Strong Foundation In Parma, Italy
By Bruno Gemmi
The objective of the ? 200 million ($280 million) project Parma Railways Station-Urban Transformation was the reconnection of the North and South parts of the town by constructing an 80 m (250 ft) wid
Jan 1, 2011
-
Determination Of Pile Lengths Under Existing Structures
By Mohamad Hussein
Low strain dynamic tests are performed to evaluate the structural integrity of driven or cast-in-place concrete piles. This type of testing requires minimal pile preparation, and is simply performed b
Jan 1, 1992
-
Improved Pile Economics: High Design Stresses And Remote Pile Testing
By Jim Frazier
Tradition has often dictated low design load stresses on piles. Such traditions often developed prior to modern static or dynamic pile testing methods and perhaps result from a few limiting situations
Jan 1, 2002
-
Secant Pile Shoring - Developments In Design And Construction
By Eric S. Lindquist
High groundwater levels combined with variable soil and rock profiles present challenges to the design and construction of deep excavation support systems. Increasingly, secant piling techniques are t
Jan 1, 2011
-
Hand-Dug Underreamed Piles At Embankment Place, London
By W. J. Grose
The Embankment Place office development over the platforms of Charing Cross Railway Station in London has presented many interesting and unusual problems to the engineers involved with the project. Th
Jan 1, 1989
-
Hydrocutter-Excavated Slurry Wall for Center Hill Dam Foundation Remediation
By Michael Arnold, Bob Faulhaber, Joe Nichols
"Center Hill Dam is a critical part of the infrastructure controlling floods at the Caney Fork River and reducing flood levels at the Cumberland, lower Ohio and Mississippi Rivers. The Center Hill Dam
Jan 1, 2017
-
Design Considerations For Underground Subway Station - Introduction
By Mohammed Z. Islam
As cities are growing all over the world, the need for urban transportation facilities are on the rise. Designers (of these facilities) today are faced with a number of constraints for their design, o
Jan 1, 1993
-
Drilled Piers In The Piedmont - Introduction
By Stanley A. Schwartz
In the Piedmont, heavily loaded structures are generally supported by either drilled piers or one of several pile types. The choice of drilled piers or piles is typically one of comparative costs. The
Jan 1, 1988
-
Marine Foundation Retrofit For The Richmond - San Rafael Bridge
By Patrick E. Durnal
A joint venture of Ben C. Gerwick Inc., Sverdrup (now Jacobs) and DMJM (now DMJM Harris) designed the $779 mill seismic upgrade of the Richmond - San Rafael Bridge over the San Pablo Bay in the San Fr
Jan 1, 2013