Laboratory evaluation of piles installed with vibratory drivers
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Laboratory evaluation of piles installed with vibratory drivers

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Published by Transportation Research Board, National Research Council in Washington, D.C .
Written in English

Subjects:

  • Pile drivers.,
  • Piling (Civil engineering) -- Evaluation.

Book details:

Edition Notes

StatementM.W. O"Neill and C. Vipulanandan (University of Houston).
SeriesNational Cooperative Highway Research Program report,, 316, Report (National Cooperative Highway Research Program) ;, 316.
ContributionsVipulanandan, Cumaraswamy, 1956- ., National Research Council (U.S.). Transportation Research Board., American Association of State Highway and Transportation Officials.
Classifications
LC ClassificationsTE7 .N25 no. 316
The Physical Object
Pagination51 p. :
Number of Pages51
ID Numbers
Open LibraryOL2228272M
ISBN 100309046130
LC Control Number89080140
OCLC/WorldCa20720088

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An impediment to the use of vibratory drivers has been the inability of designers to verify the bearing capacity of installed piles in the manner afforded by wave equation analysis of impact-driven piles. Consequently, current accepted practice consists of restriking of vi bro-driven piles with an impact Evaluation of Vertical Bearing Capacity of Super-Long Bored Single Pile by the Pile Head Settlement in Loess International Conference on Transportation Engineering April Pile Setup and Axial Capacity Gain for Driven Piles Installed Using Impact Hammer versus Vibratory System The influence of relative density (65% and 90%), particle size ( mm and mm), and in situ horizontal stress (10 psi and 20 psi) on the load‐movement relationship and bearing capacity of vibro‐driven displacement piles in sand is investigated using a large‐scale laboratory testing ://(ASCE)()().   O’Neill and Vipulanandan () performed a laboratory evaluation of piles installed with vibratory hammers. This laboratory study found impact driven piles had a 25% greater unit shaft resistance and a 15 to 20% higher unit toe resistance than vibratory installed piles in medium dense to dense, uniform, fine ://?qid=

Laboratory Evaluation of Piles Installed with Vibratory Drivers: Completed: NCHRP Load Factor Design Criteria for Highway Structure Foundations: Completed: NCHRP Downdrag on Bitumen-Coated Piles: Completed: NCHRP Expert System for Stream Stability and Scour Evaluation ?p=3&a= Laboratory evaluation of piles installed with vibratory drivers O'Neill M. W. NCHPP Report , 51, 被引用文献1件 11 A study of vibratory driving in granular soils   Discussion on the evaluation of test data in a paper reporting full-scale bi-directional tests on bored piles installed for the Bangkok International Airport, Thailand. & Liquefaction_ASCE and - Kb Brief discussion on the effect of liquefaction on the axial response of piles with comments on code Deep Foundations Institute (DFI) publications including Technical Manuals & Inspector's Guides Reference, Short Courses, Annual Conference Proceedings, Seminar Proceedings, International Conference Proceedings, Journals, Model Clauses, Audio/Visuals are available from ?goto=

Laboratory Evaluation of Piles Installed with Vibratory Drivers, Univ. of Houston, Texas O'NEILL M. W 被引用文献1件 7 A study of vibratory driving in granular soils RODGER A. A. Geotechnique 30(3), , 被引用文献3件 Tweet キーワード Laboratory studies were needed to provide insight into the basic behavior of piles installed with vibratory drivers compared to impact hammers and the influence of various soil parameters on the behavior of piles. Laboratory studies would also assist in the design of future field tests and the analysis of results. The overall objective of this ?ProjectID= Case histories are included. Information about the use of stone columns, large caissons, testing and quality control procedures is given. The use of mechanically biased, vibratory pile drivers is discussed. "Theory and Practice in Deep Foundations" sums up problems and developments in piles and deep foundations in recent years in China. $ $?cat=7. Laboratory Evaluation of Piles Installed with Vibratory Drivers. () Laboratory Evaluation of Piles Installed with Vibratory Drivers. NCHRP Report Transportation Reserach Board