Seismic Performance of Prestressed Concrete Piles In Cip Reinforced Concrete Pile Caps

<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>

Name thesis:degree_name

M.S.

Level thesis:degree_level

Campus Access Thesis

Discipline thesis:degree_discipline

Civil and Environmental Engineering

Year

2010

Author dc:creator

• Sweigart, Shawn Paul

Contributors dc:contributor

• Paul Ziehl

• Civil and Environmental Engineering
• Engineering
• bent cap
• pile cap
• plain embedment
• prestressed piles
• seismic

Statement dc:rights

• © 2010, Shawn Paul Sweigart

Repository record dc:identifier

https://scholarcommons.sc.edu/etd/277

OAI identifier oai:identifier

oai:scholarcommons.sc.edu:etd-1278