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Title: A MATLAB-based educational platform for analysis of slope stability
Authors: Yin, ZY 
Teng, JC 
Wang, HL 
Jin, YF 
Issue Date: Mar-2022
Source: Computer applications in engineering education, Mar. 2022, v. 30, no. 2, p. 575-588
Abstract: This study presents a computer-aided educational platform, namely, ErosSSA (Eros-Slope-stability-analysis) developed by the geotechnical group in the Hong Kong Polytechnic University, to provide civil engineering students and young industrial engineers a better understanding of the analysis of slope stability. The platform is developed under the MATLAB environment, with a clear framework and a graphical interface. Using this platform, the rotational landslides can be generally analyzed, considering a circular slip surface and the factors of safety defined with respect to basic and advanced methods with different force and/or moment equilibrium. Furthermore, the minimum factors of safety of different methods for a given slope can be determined. From the practical teaching of the ErosSSA in two courses for Bachelor and Master students, it was found that they were highly satisfied with the accuracy, reliability, and convenience of the ErosSSA according to their feedbacks to a questionnaire. These practical teaching experiences support the ErosSSA to be widely used as a suitable teaching platform in geotechnical engineering.
Keywords: Computer-aided educational platform
Geotechnical engineering
MATLAB GUI
Optimization
Slope stability
Publisher: John Wiley & Sons
Journal: Computer applications in engineering education 
ISSN: 1061-3773
EISSN: 1099-0542
DOI: 10.1002/cae.22474
Rights: © 2021 Wiley Periodicals LLC
This is the peer reviewed version of the following article: Yin, Z. Y., Teng, J. C., Wang, H. L., & Jin, Y. F. (2022). A MATLAB‐based educational platform for analysis of slope stability. Computer Applications in Engineering Education, 30(2), 575-588, which has been published in final form at https://doi.org/10.1002/cae.22474.This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Use of Self-Archived Versions. This article may not be enhanced, enriched or otherwise transformed into a derivative work, without express permission from Wiley or by statutory rights under applicable legislation. Copyright notices must not be removed, obscured or modified. The article must be linked to Wiley’s version of record on Wiley Online Library and any embedding, framing or otherwise making available the article or pages thereof by third parties from platforms, services and websites other than Wiley Online Library must be prohibited.
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