Paper Title:
Design Study of Prestressed Uplift Cast-in-Place Pile
  Abstract

In foundation, crack width of uplift cast-in-place pile will exceed the limit of code. Reinforcement of piles has to be increased and sometimes the diameter of piles also needs to increase. Thus, reinforcement and crack control of uplift cast-in-place pile and prestressed uplift cast-in-place pile are analyzed by simulation design for the actual working condition. The calculation results show that prestressed uplift cast-in-place pile can not only decrease reinforcing area, but also control effectively the crack width of concrete in pile.

  Info
Periodical
Advanced Materials Research (Volumes 308-310)
Chapter
Innovative Design Methodology
Edited by
Jian Gao
Pages
213-216
DOI
10.4028/www.scientific.net/AMR.308-310.213
Citation
X. Y. Liu, X. Y. Zhang, X. Li, M. Zhang, X. J. Zheng, "Design Study of Prestressed Uplift Cast-in-Place Pile", Advanced Materials Research, Vols. 308-310, pp. 213-216, 2011
Online since
August 2011
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Price
$32.00
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