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http://dx.doi.org/10.7843/kgs.2011.27.4.005

Installation Methods of Micro-piles by the Length Ratio of Pile and the Depth of Rock Layer  

Hwang, Tae-Hyun (Soil-Tech Korea Institute of Technology)
Kwon, Oh-Yeob (Dept. of Civil Engrg., Konkuk Univ.)
Publication Information
Journal of the Korean Geotechnical Society / v.27, no.4, 2011 , pp. 5-20 More about this Journal
Abstract
A numerical analysis has been conducted to propose the effective installation methods of Micro-pile in a sandy soil or a soil with rock layer. As a result, the bearing capacity of reinforced soil by rigid Micro-pile has influence on a connection state of the tip of pile and surface of rock layer. But that by flexible Micro-pile has more influence on a penetration length of pile than the connection state of the tip of pile and surface of rock layer.
Keywords
Installation method; Length ratio of pile; Micro-pile; Numerical analysis; Soils with rock layer;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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