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Soil Nailing Guide Specification - Title ? Table Of Contents - Model Specification - 1. General - 1.1 Purpose Of SpecificationThis specification, along with the drawings, encompasses all designs, materials, products, accessories, tools, equipment, services, transportation, labor and supervision, installation techniques, and
Jan 1, 2010
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Non-destructive Testing Of Unknown Bridge Foundation Lengths Using Parallel Seismic TestingBy Chetan D. Savani, Mike K. Muchard
The necessity to evaluate undocumented foundation lengths is essential in assessing the useable life, need for scour protection, retrofitting, or full reuse of existing bridge foundations. For this pu
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The World's Longest Directional Impact Driven PileBy Robert F. Stevens, Robin Givet, Kenneth Viking
"Summary This paper describes a case of a directional pile installation conducted from an existing oil platform in the Caspian Sea, offshore Baku. Results are presented for 660 mm outer diameter (660
Jan 1, 2014
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Prediction of Axial Geotechnical Resistance of Base Grouted Drilled ShaftsBy Emad Farouz, Ehab S. Shatnawi
"The increasing demand for small deformations and high-capacity drilled shafts without enlarging drilledshaft diameters has motivated the development and increasing use of a base grouting (BG) techniq
Jan 1, 2016
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Systematic Evaluation of Foundation Reuse for a Metro StationBy Haoran Zhang, Chu Ho
A recent design-build project in New York involved various degrees of additions and improvements to four existing transit stations. Reuse of the existing foundations was considered a more sustainable
Sep 8, 2021
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Determination of Coefficient of Modulus of Sub-Grade Reaction for Free Head Short PileBy Sumit Kumar Biswas, Moyukh De, Sibapriya Mukherjee
"The piles often are also subjected to lateral (horizontal) forces and moments. In fact, there are some structures where the primary function of piles is to transfer lateral loads to the ground. Prope
Jan 1, 2015
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Pressure-Grouting Improves Performance of Helical Piles: A Production Case History, Static Load Test Results, and Comparisons to Predicted Lateral Deflection and Axial ResistanceBy Karen J. Dawson, Francisco Johnson
"Pressure-grouted high strength helical displacement piles are a recently developed pile type that can be useful in conditions where noise or vibrations must be low or where access or clearance is lim
Jan 1, 2016
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Performance Of Stone Columns In Multi-Layered Soils Under The Action Of Seismic LoadsBy P. Kiruthika, A. Murali Krishna
Soil liquefaction is a dangerous phenomenon that involves huge damages during strong earthquake ground motion event. Stone columns (SCs) are widely used as liquefaction mitigation element which is exp
Sep 1, 2022
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Deep Mixing Core Data from LPV 111By Donald Bruce, Alex Reeb, George Filz, Wesley Schmutzler, Mitsuo Nozu
"One million seven-hundred thousand cubic yards of deep mixing were installed to support an elevation raise of an earthen levee known as LPV 111, which is located in east New Orleans. The deep mixing
Jan 1, 2015
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Design Build of the New NY Bridge FoundationsBy Leykam Chris J., Jacobs Scott. A.
"Construction of the New NY Bridge over the Hudson River 25 miles north of New York City is one of the largest civil infrastructure projects presently underway in the United States (formerly Tappan Ze
Jan 1, 2016
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Non-Destructive Testing Of Drilled Shafts - Title ? Table Of Contents - Introduction And OverviewBy Edmund J. Cardoza
WELCOME TO THE DEEP FOUNDATIONS INSTITUTE 26TH ANNUAL CONFERENCE AND WELCOME ESPECIALLY TO THIS SEMINAR ON NON-DESTRUCTIVE TESTING OF DRILLED SHAFTS, PRESENTED BY MEMBERS OF THE DFI DRILLED SHAFT COMM
Jan 1, 2001
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Sustainable Products For Geotechnical WorksBy Marcus Daubner, Karsten Beckhaus, Florian Bauer
The construction industry can and needs to contribute to a more sustainable world. Accordingly, geotechnical works potentially have a significant share. In this context, Bauer understands “sustainable
May 1, 2022
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Ground Improvement for New Jersey Turnpike Interchange 14A: A Case StudyBy Sarah Ramp, Daniel V. Cacciola, Justin Labrozzi, Shafiq I. Siddiqui, Faisal Ahmed
"Construction of embankments up to 34 ft in height for twelve ramps and roadways needed for the New Jersey Turnpike Interchange 14A project required ground improvement. The subsurface conditions, cons
Jan 1, 2017
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Pile Lateral Behaviour under Full Scale Lateral Load Tests in Thick Compacted Marine Carbonate Sand Fill of an Artifical IslandBy Challa Venkata Rami Reddy, Anindya Roy, G. R. Konni
This paper presents the results of pile lateral capacities obtained from both conventional design and fullscale pile lateral load tests. Conventional design using P-Y curve analysis is very commonly b
Sep 8, 2021
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Soil Mixing - Title ? Table Of ContentsJan 1, 2001
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A DC Electrical Resistivity Method for Jet Grouting Column Diameter Quality Control with Case Studies from Grand Paris ProjectBy Sina Z. Yekta, Zhangwei Ning, Pierre Frappin
This paper describes a DC (direct current) electrical resistivity method, which uses the contrasts in resistivity measurements to estimate the diameter of jet grouted columns as soon as they have been
Sep 8, 2021
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A Full-Scale Test by Low-Improvement-Rate Soil in Combination with Crushed-Stone Mat on Peaty GroundBy H. Hayashi, M. Yamaki, H. Hashimoto, T. Yamanashi
"In an experiment on a trial embankment, the deformation mode of the improved ground at the toe of the embankment was compared with the deformation mode of the unimproved ground. This comparison showe
Jan 1, 2015
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Dynamic and Static Load Testing: A Cost Savings ApproachBy Thomas Hyatt, Brandon Phetteplace, Camilo Alvarez
A test pile program was undertaken at a project site in Ain Sukhna, Egypt for an import/export oil jetty. Two 1219 mm diameter open ended steel pipe piles were evaluated at two separate test locations
Jan 1, 2019
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Guidelines For The Interpretation And Analysis Of The Static Loading Test ? 1. IntroductionBy Bengt H. Fellenius
The design of pile foundations is much more commonly verified by means of a full-scale test, than is the design of other foundation units. The reason is not that our knowledge of pile behavior is more
Jan 1, 1990