Analysis the Bearing Force Characteristic of the New Cast-in-Place Concrete Pile with Half-Screwed

Xiu Hua Li; Wei Min Cong; Chen Xi Yue; Ya Dong Chen

doi:10.4028/www.scientific.net/AMM.405-408.841

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408Analysis the Bearing Force Characteristic of the...

Analysis the Bearing Force Characteristic of the New Cast-in-Place Concrete Pile with Half-Screwed

Abstract:

Half-screwed pile is a new kind of pile. Because of the unique design of variable cross-section, bearing principle and working traits are much more complex than the traditional linear pile. The vertical load transmission mechanism thoroughly is analyzed about half-screwed pile based on the static load experiment results. Researching its work performance, load transfer mechanism, the force mode, has important theoretical and practical significance.

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Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

841-844

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.841

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Online since:

September 2013

Authors:

Xiu Hua Li, Wei Min Cong, Chen Xi Yue, Ya Dong Chen

Keywords:

Bearing Force Characteristic, Cast-In-Place Concrete Pile with Half-Screwed, Pile-Structure, Static Load Test

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