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Design And Construction Imposed By Unique Geological Conditions In Paris, Milan And London ? Summary
By Chris Harnan
This paper describes the geology of three European cities and outlines how the geology has lead to the development of specific foundation construction techniques. Comparative tables of techniques
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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Careful And Controlled Underpinning Methods In Restoration Of Damaged Houses In The Old Town Of Stockholm
By T. Iwanowski
Stress wave measurements and calculations are often used to make a safe determination of the bearing capacity and the integrity of driven piles. Some applications to the restoration of old buildings i
Jan 1, 1991
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The Type Of Wharf Structure On Soft Soil With Undulating Weathered Rock Bed
By Sun Shao Xian
The Port of Shekou is situated at Shenzhen Bay on the east side of the Pearl River estuary. Geological condition of the site is quite complicated. On top of the sea bed, there is a layer of soft silt
Jan 1, 1991
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Drilled Displacement Piles - Current Practice And Design
By Prasenjit Basu
Drilled displacement piles are being increasingly used as foundation elements, particularly in projects requiring fast construction. Different types of drilled displacement (DD) piles are available i
Jan 1, 2010
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Ground Improvement By Cement Grouting Combines With Pipe Piles In Bridge Construction - Summary
By Peter White
A bridge reconstruction project involved driving pipe piles for the new foundations. Disturbances within soil layers at depth caused sinkholes to open up within the construction site. After a near fat
Jan 1, 1997
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Marine Foundations - Title ? Table Of Contents
Jan 1, 2005
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The Determination Of The Property Index Of Stabilizing Agent And Computer Simulation For The Optimum Mix In Deep Foundation Construction
By Li Huimin
In this paper the step of determining the property index and the program of mixture ratio design of stabilizing agent in deep foundation construction are presented. According to the principle of compu
Jan 1, 1991
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Evaluating Axial Elastic Pile Response From Cone Penetration Tests (The 2009 Michael W. O?Neill Lecture)
By Paul W. Mayne
Axial pile performance can be rationally evaluated within an elastic continuum framework using field results from seismic piezocone tests (SCPTu). Adopting a versatile Randolph-type elastic pile model
Jan 1, 2009
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Urban Legends: Two Case Studies That Redefine "Impossible"
By Grant R. J. Bearss
Due to environmental concerns in urban construction, many typically simple projects become very complex or feasibly impossible. The introduction of relatively new concepts has redefined "impossible",
Jan 1, 2002
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Limitations Of Predicting Deformations During Excavation In Soft Clay ? Summary
By Richard J. Finno
Detailed measurements made at a test section adjacent to a deep braced cut and other published data are combined to illustrate the limitations of the common methods of predicting movements associated
Jan 1, 1991
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Unbraced Circular Cofferdam For Vent Building No. 6 At The South Bulkhead - Introduction
By Philip Bonanno
The first major project in Boston's new access to Logan Airport was an Immersed Tube Tunnel which extended 3,600 ft. from South Boston to East Boston across Boston Harbor. Twelve tube sections, 3
Jan 1, 1994
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Local Use And Design Of Augered, Cast-In-Place Piles In The Southern Piedmont Province ? Introduction
By Geoffrey C. Hebner
Augered, cast-in-place piles (ACIP) have become a very common foundation type in Atlanta and the Southern Piedmont Province as well as much of the United States in the past 20 years. Prior to the intr
Jan 1, 2003
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Micropiles Prove Advantageous Over Drilled Shafts For Merchants Railroad Bridge Rehabilitation
By Jeffrey R. Hill
To extend the life of the Merchants Railroad Bridge crossing the Mississippi River in St. Louis, MO, the owner implemented a rehabilitation and reconstruction project. The Merchants Bridge provides a
Jan 1, 2006
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Field Trials for Deep Mixing in Land Remediation: Execution and Early Age Monitoring, QC and Lessons Learnt
By Ziyad Abunada, David O’Connor, Abir Al-Tabbaa
"Abstract Contaminated land remediation using soil mix technology (SMT) is a relatively recent development which has been shown to be a cost effective and versatile system with numerous environmental
Jan 1, 2014
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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
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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
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Reanalysis Of Piles Under Static And Dynamic Lateral Loads
The process of pile driving disturbs the soil around the pile. The nature and magnitude of disturbance depends upon 1) the pile size, and 2) the nature of soil. Therefore, the prediction of a single p
Jan 1, 1989
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Some Developments On Laterally Loaded Piles With Particular Reference To P-Y Subgrade Reaction Method - Resume:
By A. L. Garassino
Dans cet article on parle sortout de l'approche de calcule pour les pieux charges horizontalement avec particuliere reference aux curbes p-y et è une solution semi-empirique qui prende en conside
Jan 1, 1994
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Bearing Capacity Of Precast Nodular Piles In Tianjin Soft Clayey Soil
By Xu Youzai
Static loading teets of five nodular piles and four non-nodular piles were performed in Tianjin soft clayey soil in which measurements of axial force and movements were made. Distribution of shaft res
Jan 1, 1991