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Lateral Vibration Response Of Full Scale Single Piles
By A. Boominathan
The behaviour of single piles under lateral dynamic loading is very critical and the study is still a current field of research since 1950's. Though many methods have been developed analytically
Jan 1, 2002
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Special Foundation Systems - Paper 2.1 - The Merits Of Polymeric Fluids As Support Slurries
By K. Englehardt
J BERESFORD introduced the subject of the paper which is the use of polymeric slurries to support the sides of diaphragm wall and bored pile excavations during construction. In the opinion of the auth
Jan 1, 1991
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Effect Of Pressurized Drilling Methods On The Lateral Load Capacity Of Drilled Shafts - A Practical Insight And An Analytical Approach
By Özgür Bezgin
This paper presents observations on the installation of drilled shafts from two construction projects and an academic study with experimental and analytical parts. The construction projects involved t
Jan 1, 2009
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Design And Construction Of The Deep Stations For The Copenhagen Metro - Synopsis
By David R. Beadman
This paper discusses how modern techniques of design and construction were used to create the deep stations for the Copenhagen Metro. The deep stations are located in small squares within the city adj
Jan 1, 2000
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Seismic Analysis Of Drilled Shafts As Earth Retaining Structure Based On Site Characterization
By Bernardo J. Jiménez Vega, Edy L. T. Montalvan
During the last phase of the Circunvalacion Norte project in San Jose, Costa Rica, preliminary designs for an underpass structure of over 16 km (10 miles) considered drilled shafts as an earth retaini
Oct 1, 2022
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Anchored Double-Tier Retaining Walls on Sloping Embankment
By Chu E. Ho, Paul Napoli
A new waterfront park was developed on Long Island in close proximity to the East River and Newtown Creek. The existing ground consisted of fill over soft organic clay, medium dense silty sand, glacia
Jan 1, 2019
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Seismic and Lateral Load Design and Testing Guidelines
By Don Deardorff, Ke Yang, Yingcai Han, Ken Sorensen, Robert Kruger, Mark Petersen, Diane Fiorelli, Larry Goldfarb, Kathryn Petek, Kwabena Ofori-Awuah
Design of deep foundations for lateral loads requires an understanding of soil-foundation-structure response during loading. Lateral loads on a deep foundation (piles) could be due to earthquakes, win
Jan 1, 2012
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Case Study: The Use Of Post Tensioned Piles For Wind Turbine Foundations
By Amr Sallam, Ahmad Mohamed, Mohamed Alrowaimi
Renewable energy, in the form of wind and solar, has emerged as main source of energy in the modern society. The wind industry has substantially grown over the last two decades to become a key player
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FHWA Hollow Bar Soil Nail (HBSN) Test Program, A Summary
By Jesús E. Gómez
Verification and production testing of soil nails requires debonding the upper section of the soil nail to isolate the portion of the soil nail intended for testing within a specific ground type. In p
Jan 1, 2011
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Numerical Modeling Of Foundation Deformation Due To Fault Rupture
By Amalia Giannakou
When designing structures in seismically active areas, foundations of critical structures are typically located away from known faults. Indeed many seismic codes prohibit construction in the immediate
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Geotechnical Monitoring Of Deep Shoring Adjacent To Train Infrastructure
By Jakub Szary
Excavation and shoring adjacent to the above-grade Gilmore train station and elevated guideway was undertaken in 2019. A perimeter secant pile cut-off wall was constructed to a depth 37 m (121 ft) bel
Sep 1, 2022
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Numerical Modeling of Foundation Deformation Due to Fault Rupture (718b3bb2-ba73-41ae-ad4b-2a32fb89742b)
By Orestis Zarzouras, Amalia Giannakou, Jacob Chacko
"When designing structures in seismically active areas, foundations of critical structures are typically located away from known faults. Indeed many seismic codes prohibit construction in the immediat
Jan 1, 2017
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Seismic Design for the I-30 Crossing Project in Little Rock, Arkansas
By David S. Graham, Benjamin Turner, Paul J. Axtell
Seismic challenges were at the forefront of design for two parallel replacement bridge structures over the Arkansas River as part of the I-30 Crossing Project in Little Rock, Arkansas. Although not an
Sep 8, 2021
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10th International Conference On Piling And Deep Foundations: Amsterdam 2006 - Title ? Table Of Contents - Welcome Address From The Mayor Of Amsterdam, Job Cohen
It is my great pleasure as mayor of the city of Amsterdam to welcome you today to Amsterdam, and to the 10th International Conference on Piling and Deep Foundations. The history of Amsterdam has b
Jan 1, 2006
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Analysis And Performance Of Sheet Pile Cofferdam Under Demolition Blast Loads
By Michael Oakland
This paper will discuss the design analysis of sheet pile cofferdams for static and dynamic blast loads. Following construction of the new Willis Avenue Bridge across the East River between Brooklyn
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Analysis and Performance of Sheet Pile Cofferdam under Demolition Blast Loads
By John Mould, Gordon Chen, Michael Oakland, William McElwee
"This paper will discuss the design analysis of sheet pile cofferdams for static and dynamic blast loads. Following construction of the new Willis Avenue Bridge across the East River between Brooklyn
Jan 1, 2017
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Grouted Micropiles for Foundation Remediation in Expansive Soil (8th Michael W. O?Neill Lecture)
By John D. Nelson
Foundation underpinning is a common component of remediation schemes for distressed foundations on expansive soils. For many applications in expansive soil, micropiles have distinct advantages over ot
Aug 1, 2013
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Performance Analysis Of Fly Ash Stabilized, Highly Saline Unsaturated Expansive Clays: A Case Study
By Mohini Patel, Jahnavi Parmar, Pranav R. T Peddinti
Expansive clays pose a variety of geotechnical problems. Although the admixture stabilization is proven to address their problematic swelling and shrinkage characteristics, the influence of unsaturate
May 1, 2022
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Performance of Footings in Rock Based on Serviceability
By C. M. Haberfield
"1 INTRODUCTION Around the world, there is a demand for larger structures, tall buildings and large bridges. While good footing design is important for all structures, it is even more important in the
Jan 1, 1900
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Outstanding Issues In Understanding The Behaviour Of Thermally-Activated Pile Foundations
By Teresa M. Bodas Freitas, Arianna Lupattelli, Peter J. Bourne-Webb, Diana Salciarini, Martina Zito, Donatella Sterpi
The thermomechanical response of thermally-activated (TA) piles under monotonic thermal loads is quite well understood and the remaining uncertainties relate to the effect of long-term, cyclic loading
May 1, 2022