Technical Papers
Jun 15, 2012

Reliability Analysis of Rock Wedge Stability: Knowledge-Based Clustered Partitioning Approach

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 138, Issue 6

Abstract

In this paper a knowledge-based clustered partitioning technique is developed for determining reliability index and failure probability of rock wedge. Here, the a reliability index is analyzed and the optimization is carried out using a knowledge-based clustered partitioning (KCP) technique. The reliability index computed with this KCP technique is compared with those using other approaches such as the Excel Solver-based method. The new technique for determining the reliability index involves a global search method and is found effective and efficient. Reliability analysis with this KCP technique is then used to examine the influence of parameter uncertainties and correlations among the parameters on the failure probability of rock wedges. Significant findings are derived from the sensitivity and parametric analysis.

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Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 138Issue 6June 2012
Pages: 700 - 708

History

Received: Sep 4, 2009
Accepted: Aug 15, 2011
Published online: Aug 17, 2011
Published in print: Jun 1, 2012
Published ahead of production: Jun 15, 2012

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Authors

Affiliations

Ya-Fen Lee
Dept. of Leisure Recreation and Travel Management, Toko Univ., Pu Tzu, Chiayi 61363, Taiwan.
Yun-Yao Chi [email protected]
Dept. of Land Management and Development, Chang Jung Christian Univ., Kway Jen, Tainan 71101, Taiwan (corresponding author). E-mail: [email protected]
C. Hsein Juang, F.ASCE
Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634; and National Central Univ., Jhongli, Taoyuan 32001, Taiwan.
Der-Her Lee
Dept. of Civil Engineering, National Cheng Kung Univ., Tainan 70101, Taiwan.

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