The behavior of precast prestressed piles in cast-in-place (CIP) reinforced concrete bent caps subjected to seismic loading is not well understood. Current standard SCDOT connection details require the plain embedment of the pile into the bent cap one pile diameter with a construction tolerance of ± 6 inches. To better understand the moment capacity and ductility of these connections, full-scale tests have been conducted at the University of South Carolina structures lab. Test specimens consisted of 18 in. diameter square piles cast in representative CIP bent cap segments. Two interior pile specimens and one exterior pile specimen with 18 in. (457 mm) embedments have been tested to failure. Results indicate that the interior specimens achieve sufficient displacement ductility but did not reach the calculated ultimate capacity of the pile. The exterior specimen was inadequate both in terms of displacement ductility and moment capacity due to localized damage within the pile cap. Preliminary results from the testing of a third interior specimen with a 26 in. (660 mm) embedment length show adequate moment capacity and ductility performance. Details of the tests and the results are presented along with relevant conclusions. Additional interior and exterior specimens will be tested in the future along with a reduced-scale shake table test.
","abstract_html":"<p>The behavior of precast prestressed piles in cast-in-place (CIP) reinforced concrete bent caps subjected to seismic loading is not well understood. Current standard SCDOT connection details require the plain embedment of the pile into the bent cap one pile diameter with a construction tolerance of ± 6 inches. To better understand the moment capacity and ductility of these connections, full-scale tests have been conducted at the University of South Carolina structures lab. Test specimens consisted of 18 in. diameter square piles cast in representative CIP bent cap segments. Two interior pile specimens and one exterior pile specimen with 18 in. (457 mm) embedments have been tested to failure. Results indicate that the interior specimens achieve sufficient displacement ductility but did not reach the calculated ultimate capacity of the pile. The exterior specimen was inadequate both in terms of displacement ductility and moment capacity due to localized damage within the pile cap. Preliminary results from the testing of a third interior specimen with a 26 in. (660 mm) embedment length show adequate moment capacity and ductility performance. Details of the tests and the results are presented along with relevant conclusions. Additional interior and exterior specimens will be tested in the future along with a reduced-scale shake table test.</p>","abstract_has_math":false,"creators":["Sweigart, Shawn Paul"],"institution":null,"degree_name":"M.S.","degree_level":"Campus Access Thesis","degree_discipline":"Civil and Environmental Engineering","degree_department":null,"school":null,"contributors":["Paul Ziehl"],"advisors":[],"committee_chairs":[],"committee_members":[],"year":2010,"date_issued":"2010-01-01T08:00:00Z","date_published":"2010-01-01T08:00:00Z","updated_at":"2026-07-24T04:37:14Z","subjects":["Civil and Environmental Engineering","Engineering","bent cap","pile cap","plain embedment","prestressed piles","seismic"],"languages":[],"rights":["© 2010, Shawn Paul Sweigart"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"https://scholarcommons.sc.edu/etd/277","outbound_label":"Repository record","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor","label":"Contributor","values":["Paul Ziehl"]},{"key":"dc:creator","label":"Author","values":["Sweigart, Shawn Paul"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"thesis:degree_discipline","label":"Discipline","values":["Civil and Environmental Engineering"]},{"key":"thesis:degree_level","label":"Degree Level","values":["Campus Access Thesis"]},{"key":"thesis:degree_name","label":"Degree Name","values":["M.S."]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Civil and Environmental Engineering","Engineering","bent cap","pile cap","plain embedment","prestressed piles","seismic"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:rights","label":"Dc Rights","values":["© 2010, Shawn Paul Sweigart"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier","label":"Identifier","values":["https://scholarcommons.sc.edu/etd/277"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["The behavior of precast prestressed piles in cast-in-place (CIP) reinforced concrete bent caps subjected to seismic loading is not well understood. Current standard SCDOT connection details require the plain embedment of the pile into the bent cap one pile diameter with a construction tolerance of ± 6 inches. To better understand the moment capacity and ductility of these connections, full-scale tests have been conducted at the University of South Carolina structures lab. Test specimens consisted of 18 in. diameter square piles cast in representative CIP bent cap segments. Two interior pile specimens and one exterior pile specimen with 18 in. (457 mm) embedments have been tested to failure. Results indicate that the interior specimens achieve sufficient displacement ductility but did not reach the calculated ultimate capacity of the pile. The exterior specimen was inadequate both in terms of displacement ductility and moment capacity due to localized damage within the pile cap. Preliminary results from the testing of a third interior specimen with a 26 in. (660 mm) embedment length show adequate moment capacity and ductility performance. Details of the tests and the results are presented along with relevant conclusions. Additional interior and exterior specimens will be tested in the future along with a reduced-scale shake table test.
"]},{"key":"dc:title","label":"Title","values":["Seismic Performance of Prestressed Concrete Piles In Cip Reinforced Concrete Pile Caps"]}]}],"canonical_facts":{"dc:contributor":["Paul Ziehl"],"dc:creator":["Sweigart, Shawn Paul"],"dc:description.abstract":["The behavior of precast prestressed piles in cast-in-place (CIP) reinforced concrete bent caps subjected to seismic loading is not well understood. Current standard SCDOT connection details require the plain embedment of the pile into the bent cap one pile diameter with a construction tolerance of ± 6 inches. To better understand the moment capacity and ductility of these connections, full-scale tests have been conducted at the University of South Carolina structures lab. Test specimens consisted of 18 in. diameter square piles cast in representative CIP bent cap segments. Two interior pile specimens and one exterior pile specimen with 18 in. (457 mm) embedments have been tested to failure. Results indicate that the interior specimens achieve sufficient displacement ductility but did not reach the calculated ultimate capacity of the pile. The exterior specimen was inadequate both in terms of displacement ductility and moment capacity due to localized damage within the pile cap. Preliminary results from the testing of a third interior specimen with a 26 in. (660 mm) embedment length show adequate moment capacity and ductility performance. Details of the tests and the results are presented along with relevant conclusions. Additional interior and exterior specimens will be tested in the future along with a reduced-scale shake table test.
"],"dc:identifier":["https://scholarcommons.sc.edu/etd/277"],"dc:rights":["© 2010, Shawn Paul Sweigart"],"dc:subject":["Civil and Environmental Engineering","Engineering","bent cap","pile cap","plain embedment","prestressed piles","seismic"],"dc:title":["Seismic Performance of Prestressed Concrete Piles In Cip Reinforced Concrete Pile Caps"],"thesis:degree_discipline":["Civil and Environmental Engineering"],"thesis:degree_level":["Campus Access Thesis"],"thesis:degree_name":["M.S."]},"updated_at":"2026-07-24T04:37:14Z"}