{"id":{"repo_id":"rice","oai_identifier":"oai:repository.rice.edu:1911/90364"},"canonical_url":"https://search.dev.ndltd.org/etd/rice/oai:repository.rice.edu:1911/90364","repository":{"repo_id":"rice","name":"Rice University","base_url":"https://repository.rice.edu/server/oai/request"},"display":{"title":"The effect of vibratory loading on vertical model piles in clay","abstract":"The results of numerous vibratory tests on model piles in clay are presented in this thesis with the purpose of studying the behavior of piles subjected to vibratory loadings. The effects of pile length, time after driving, soil consistency, dynamic force amplitude, and free water surrounding the pile were investigated. The effect of confining walls on such tests received special attention. Tests were also performed on two model pile groups. The possibility of representing a pile subjected to vibratory excitation by discrete masses and springs and the soil reaction by Kelvin models was studied, and an attempt was made to correlate theoretical results with model results. Finally, a very simplified approach was proposed for determining the maximum amplitude at the natural frequency for a pile subjected to vibratory loading.","abstract_html":"The results of numerous vibratory tests on model piles in clay are presented in this thesis with the purpose of studying the behavior of piles subjected to vibratory loadings. The effects of pile length, time after driving, soil consistency, dynamic force amplitude, and free water surrounding the pile were investigated. The effect of confining walls on such tests received special attention. Tests were also performed on two model pile groups. The possibility of representing a pile subjected to vibratory excitation by discrete masses and springs and the soil reaction by Kelvin models was studied, and an attempt was made to correlate theoretical results with model results. Finally, a very simplified approach was proposed for determining the maximum amplitude at the natural frequency for a pile subjected to vibratory loading.","abstract_has_math":false,"creators":["Johnston, John William"],"institution":"Rice University","degree_name":"Master of Science","degree_level":"Masters","degree_discipline":"Engineering","degree_department":null,"school":null,"contributors":[],"advisors":["Thompson, William J."],"committee_chairs":[],"committee_members":[],"year":1965,"date_issued":"1965","date_published":"1965","updated_at":"2026-07-24T04:10:34Z","subjects":[],"languages":["eng"],"rights":["Copyright is held by the author, unless otherwise indicated. Permission to reuse, publish, or reproduce the work beyond the bounds of fair use or other exemptions to copyright law must be obtained from the copyright holder."],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"https://hdl.handle.net/1911/90364","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Thompson, William J."]},{"key":"dc:creator","label":"Author","values":["Johnston, John William"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2016-04-22T22:00:58Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2016-04-22T22:00:58Z"]},{"key":"dc:date.issued","label":"Date","values":["1965"]},{"key":"dc:type","label":"Dc Type","values":["Thesis"]},{"key":"thesis:degree_discipline","label":"Discipline","values":["Engineering"]},{"key":"thesis:degree_level","label":"Degree Level","values":["Masters"]},{"key":"thesis:degree_name","label":"Degree Name","values":["Master of Science"]},{"key":"thesis:institution_name","label":"Thesis Institution Name","values":["Rice University"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language.iso","label":"Language (ISO)","values":["eng"]},{"key":"dc:rights","label":"Dc Rights","values":["Copyright is held by the author, unless otherwise indicated. 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The possibility of representing a pile subjected to vibratory excitation by discrete masses and springs and the soil reaction by Kelvin models was studied, and an attempt was made to correlate theoretical results with model results. Finally, a very simplified approach was proposed for determining the maximum amplitude at the natural frequency for a pile subjected to vibratory loading."]},{"key":"dc:title","label":"Title","values":["The effect of vibratory loading on vertical model piles in clay"]}]}],"canonical_facts":{"dc:contributor.advisor":["Thompson, William J."],"dc:creator":["Johnston, John William"],"dc:date.accessioned":["2016-04-22T22:00:58Z"],"dc:date.available":["2016-04-22T22:00:58Z"],"dc:date.issued":["1965"],"dc:description.abstract":["The results of numerous vibratory tests on model piles in clay are presented in this thesis with the purpose of studying the behavior of piles subjected to vibratory loadings. The effects of pile length, time after driving, soil consistency, dynamic force amplitude, and free water surrounding the pile were investigated. The effect of confining walls on such tests received special attention. Tests were also performed on two model pile groups. The possibility of representing a pile subjected to vibratory excitation by discrete masses and springs and the soil reaction by Kelvin models was studied, and an attempt was made to correlate theoretical results with model results. Finally, a very simplified approach was proposed for determining the maximum amplitude at the natural frequency for a pile subjected to vibratory loading."],"dc:identifier.uri":["https://hdl.handle.net/1911/90364"],"dc:language.iso":["eng"],"dc:rights":["Copyright is held by the author, unless otherwise indicated. 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