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An experimental investigation of cyclically, axially loaded piles in sand

Bibliography: leaves 91-93.

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Bibliographic Details
Main Author: Cowburn, S J
Other Authors: Scheele, F
Format: Thesis
Language:English
Published: Department of Civil Engineering 2014
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access_status_str Open Access
author Cowburn, S J
author2 Scheele, F
author_browse Cowburn, S J
Scheele, F
author_facet Scheele, F
Cowburn, S J
author_sort Cowburn, S J
collection Thesis
description Bibliography: leaves 91-93.
format Thesis
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institution University of Cape Town (South Africa)
language eng
last_indexed 2026-06-10T12:35:42.711Z
license_str Not specified — see source repository
provenance_str_mv Harvested via OAI-PMH from UCTD — University of Cape Town Open Access Repository
publishDate 2014
publishDateRange 2014
publishDateSort 2014
publisher Department of Civil Engineering
publisherStr Department of Civil Engineering
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source_str UCTD — University of Cape Town Open Access Repository
spelling oai:open.uct.ac.za:11427/8303 An experimental investigation of cyclically, axially loaded piles in sand Cowburn, S J Scheele, F Civil Engineering Bibliography: leaves 91-93. The research work involved the installation and cyclic load testing of large-scale pressure-grouted, instrumented piles in sand in the laboratory. The major objective of this experimental investigation was to establish the effects of the mean cyclic load level and amplitude on the pile behaviour during cyclic loading. Of particular interest was the study of the skin friction distributions along the pile shafts in order to understand the processes involved. Cyclic loading was limited to one-way loading in load-controlled mode. A literature review showed a lack of experimental data on the cyclic behaviour of large-scale pressure-grouted piles. The results of a number of small model tests in sand are discussed and the major trends of pile performances are highlighted to facilitate comparison of the observations made in this research. It was found that no definite testing procedure for cyclically-loaded piles is common to the various investigations. A research program and procedure of load applications was therefore developed to allow the isolation of the individual influences of the most significant cyclic parameters, the mean cyclic load level and the amplitude. In total 12 piles were installed using the same sand preparation and pile installation techniques. The tests only varied with regard to the applied loading procedure 2014-10-11T11:57:36Z 2014-10-11T11:57:36Z 1993 Master Thesis Masters MSc http://hdl.handle.net/11427/8303 eng application/pdf Department of Civil Engineering Faculty of Engineering and the Built Environment University of Cape Town
spellingShingle Civil Engineering
Cowburn, S J
An experimental investigation of cyclically, axially loaded piles in sand
thesis_degree_str Master's
title An experimental investigation of cyclically, axially loaded piles in sand
title_full An experimental investigation of cyclically, axially loaded piles in sand
title_fullStr An experimental investigation of cyclically, axially loaded piles in sand
title_full_unstemmed An experimental investigation of cyclically, axially loaded piles in sand
title_short An experimental investigation of cyclically, axially loaded piles in sand
title_sort experimental investigation of cyclically axially loaded piles in sand
topic Civil Engineering
url http://hdl.handle.net/11427/8303
work_keys_str_mv AT cowburnsj anexperimentalinvestigationofcyclicallyaxiallyloadedpilesinsand
AT cowburnsj experimentalinvestigationofcyclicallyaxiallyloadedpilesinsand