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Construction and Analysis of Cast-in-Place Tubular Piles
A new deep foundation construction method for large diameter, cast-in-place, tubular piles was advanced in recent years. The general dimension of this deep foundation is about 1 to 1.5 m in outside diameter, with wall thickness in the range of 120 to 200 mm. The pile length can be up to about 40 m. In this paper, construction and analysis methods for this foundation type are described. Since the construction method of tubular piles differs from that of the conventional drilled shafts or driven piles; therefore, load test results on full-size tubular piles under vertical compression loads and lateral loads were compiled to develop empirical analysis methods using the current t-z curve and p-y curve embedded in computer programs, such as LPILE and SHAFT.
Construction and Analysis of Cast-in-Place Tubular Piles
A new deep foundation construction method for large diameter, cast-in-place, tubular piles was advanced in recent years. The general dimension of this deep foundation is about 1 to 1.5 m in outside diameter, with wall thickness in the range of 120 to 200 mm. The pile length can be up to about 40 m. In this paper, construction and analysis methods for this foundation type are described. Since the construction method of tubular piles differs from that of the conventional drilled shafts or driven piles; therefore, load test results on full-size tubular piles under vertical compression loads and lateral loads were compiled to develop empirical analysis methods using the current t-z curve and p-y curve embedded in computer programs, such as LPILE and SHAFT.
Construction and Analysis of Cast-in-Place Tubular Piles
Liang, R. Y. (Autor:in) / Liu, H. L. (Autor:in) / Kong, G. Q. (Autor:in)
GeoCongress 2012 ; 2012 ; Oakland, California, United States
GeoCongress 2012 ; 87-96
29.03.2012
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Construction and Analysis of Cast-in-Place Tubular Piles
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