Lateral Resistance Influencing Factor Analysis of Small Diameter Anti-Slide Pile Based on Orthogonal Test

Lian Liu; Mo Han Bai; Wen Long Lu

doi:10.4028/www.scientific.net/AMM.777.42

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 777Lateral Resistance Influencing Factor Analysis of...

Lateral Resistance Influencing Factor Analysis of Small Diameter Anti-Slide Pile Based on Orthogonal Test

Abstract:

Following with the development of construction industry, small diameter anti-sliding pile has been widely implemented in slope stabilization and deep foundation support. Much attention has been paid on researching lateral resistance of pile body. By orthogonally testing factors of small diameter anti-slide reinforcement pile models including concrete strength, sectional dimension and reinforcement bar gauge, The article analyzed sensitive influence to lateral resistance of pile body. The results indicate that concrete strength appears the most sensitive factor, next sectional dimension, and then reinforcement bar gauge. By comparing with shearing test of small diameter anti-slide reinforcement pile models, the conclusion follows that reinforcement of pile body does not fully unleash its shear resistance characteristic. Thus conclusion provides reference for implementation and designing of small diameter anti-slide pile.

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Periodical:

Applied Mechanics and Materials (Volume 777)

Pages:

42-47

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.777.42

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Online since:

July 2015

Authors:

Lian Liu*, Mo Han Bai, Wen Long Lu

Keywords:

Lateral Resistance, Orthogonal Test, Shearing Test, Small Diameter Anti-Slide Pile

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