CONSOLIDATION RELIABILITY ANALYSIS OF STONE COLUMN REINFORCED GROUND

Stone column is an effective ground improvement method to improve the weak ground. This paper describes the implementation of reliability based analysis on the consolidation behaviour of stone column reinforced ground. Hasofer-Lind reliability index is computed involving non-correlated normal rando...

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Bibliographic Details
Main Authors: K. S. NG, Y. M. CHEW, S. F. NG
Format: Article
Language:English
Published: Taylor's University 2017-10-01
Series:Journal of Engineering Science and Technology
Subjects:
Online Access:http://jestec.taylors.edu.my/Vol%2012%20issue%2010%20October%202017/12_10_7.pdf