Side Resistance of Drilled Shafts Socketed into Rocks for Serviceability and Ultimate Limit States

This study evaluates the analysis models of side resistance in rock sections by utilizing a wide variety of load test data. Available analytical models including the empirical adhesion factor versus the rock’s uniaxial compressive strength and its root are analyzed and compared statistically to det...

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Bibliographic Details
Main Authors: Yit-Jin Chen, Cheng-Chieh Hsiao, Anjerick Topacio
Format: Article
Language:English
Published: Taiwan Association of Engineering and Technology Innovation 2020-03-01
Series:Advances in Technology Innovation
Subjects:
Online Access:http://ojs.imeti.org/index.php/AITI/article/view/4155