Title of article
Profile Orientation and Slope Stability Analysis
Author/Authors
Shen, Zhe-Ping Department of Construction & Spatial Design - Tungnan University, Taiwan , Chen, Walter W. Department of Civil Engineering - National Taipei University of Technology, Taiwan
Pages
11
From page
1
To page
11
Abstract
This paper presents an analysis of soil slope stability using a terrestrial laser scanner, particle swarm optimization, and the force equilibrium method. The aim of this study was to demonstrate that a slope needed to be analyzed in many different directions in order to assess its stability conclusively, rather than using just one cross-sectional profile to represent the entire slope. To achieve this purpose, this study illustrates how a particle swarm optimization algorithm can be successfully incorporated into the analysis with slope stability analysis software, STABL. This study compares results obtained with those of previous studies and makes important observations.
Keywords
Slope Stability Analysis , Profile Orientation , software STABL
Journal title
Scientific Programming
Serial Year
2016
Full Text URL
Record number
2607533
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