Design Study of Prestressed Uplift Cast-in-Place Pile

Abstract:

Article Preview

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)

Edited by:

Jian Gao

Pages:

213-216

DOI:

10.4028/www.scientific.net/AMR.308-310.213

Citation:

X. Y. Liu et al., "Design Study of Prestressed Uplift Cast-in-Place Pile", Advanced Materials Research, Vols. 308-310, pp. 213-216, 2011

Online since:

August 2011

Export:

Price:

$35.00

In order to see related information, you need to Login.

In order to see related information, you need to Login.