Fuzzy-Based Intelligent Model for Rapid Rock Slope Stability Analysis Using Qslope

Author:

Mao Yimin12ORCID,Chen Liang3,Nanehkaran Yaser A.45ORCID,Azarafza Mohammad6ORCID,Derakhshani Reza7ORCID

Affiliation:

1. College of Information Engineering, Shaoguan University, Shaoguan 512026, China

2. School of Information Engineering, Jiangxi University of Science and Technology, Ganzhou 341000, China

3. Gannan University of Science and Technology, Ganzhou 341000, China

4. School of Information Engineering, Yancheng Teachers University, Yancheng 224002, China

5. Department of Management Information Systems, Faculty of Economics and Administrative Sciences, Cankaya University, Ankara 06790, Turkey

6. Department of Civil Engineering, University of Tabriz, Tabriz 5166616471, Iran

7. Department of Earth Sciences, Utrecht University, 3584CB Utrecht, The Netherlands

Abstract

Artificial intelligence (AI) applications have introduced transformative possibilities within geohazard analysis, particularly concerning the assessment of rock slope instabilities. This study delves into the amalgamation of AI and empirical techniques to attain highly precise outcomes in the evaluation of slope stability. Specifically, our primary objective is to propose innovative and efficient methods by investigating the integration of AI within the well-regarded Qslope system, renowned for its efficacy in analyzing rock slope stability. Given the complexities inherent in rock characteristics, particularly in coastal regions, the Qslope system necessitates adjustments and harmonization with other geomechanical methodologies. Uncertainties prevalent in rock engineering, compounded by water-related factors, warrant meticulous consideration during all calculations. To address these complexities, we present a novel approach through the infusion of fuzzy set theory into the Qslope classification, leveraging fuzziness to effectively quantify and accommodate uncertainties. Our approach employs a sophisticated fuzzy algorithm encompassing six inputs, three outputs, and 756 fuzzy rules, thereby enabling a robust assessment of rock slope stability in coastal regions. The implementation of this method capitalizes on the high-level programming language Python, enhancing computational efficiency. To validate the potency of our AI-based approach, we conducted preliminary tests on slope instabilities within coastal zones, indicating a promising initial direction. The results underwent thorough evaluation, affirming the precision and dependability of the proposed method. However, it is crucial to emphasize that this work represents a first attempt to apply AI to the evaluation of rock slope stability. Our findings underscore a high degree of concurrence and expeditious stability assessment, vital for timely and effective hazard mitigation. Nonetheless, we acknowledge that the reliability of this innovative method must be established through broader applications across diverse scenarios. The proposed AI-based approach’s effectiveness is validated through a preliminary survey on a slope instability case within a coastal region, and its potential merits must be substantiated through broader validation efforts.

Publisher

MDPI AG

Subject

Water Science and Technology,Aquatic Science,Geography, Planning and Development,Biochemistry

Reference51 articles.

1. Goel, R.K., and Singh, B. (2011). Engineering Rock Mass Classification: Tunnelling, Foundations and Landslides, Elsevier.

2. Ambient vibration classification of unstable rock slopes: A systematic approach;Kleinbrod;Eng. Geol.,2019

3. Numerical modeling and stability analysis of shallow foundations located near slopes (case study: Phase 8 gas flare foundations of south pars gas complex);Azarafza;J. Geotech. Geol.,2014

4. A Novel Empirical Classification Method for Weak Rock Slope Stability Analysis;Azarafza;Sci. Rep.,2022

5. An empirical method for Slope mass rating-Qslope correlation for Isfahan province, Iran;Azarafza;MethodsX,2020

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