Fuzzy-Based Intelligent Model for Rapid Rock Slope Stability Analysis Using Qslope
| dc.contributor.author | Mao, Yimin | |
| dc.contributor.author | Chen, Liang | |
| dc.contributor.author | Nanehkaran, Yaser A. | |
| dc.contributor.author | Azarafza, Mohammad | |
| dc.contributor.author | Derakhshani, Reza | |
| dc.contributor.other | 01. Çankaya Üniversitesi | |
| dc.date.accessioned | 2025-05-11T16:55:14Z | |
| dc.date.available | 2025-05-11T16:55:14Z | |
| dc.date.issued | 2023 | |
| dc.description | Mao, Yimin/0000-0002-6540-6971; Azarafza, Mohammad/0000-0001-7777-3800; Ahangari Nanehkaran, Yaser/0000-0002-8055-3195; Derakhshani, Reza/0000-0001-7499-4384 | en_US |
| dc.description.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 Q(slope) system, renowned for its efficacy in analyzing rock slope stability. Given the complexities inherent in rock characteristics, particularly in coastal regions, the Q(slope) 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 Q(slope) 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. | en_US |
| dc.description.sponsorship | The authors wish to thank the Jiangxi Provincial Technology of Education and Education Technology of Jiangxi Province Departments for their help in conducting this research.; Jiangxi Provincial Technology of Education and Education Technology of Jiangxi Province Departments | en_US |
| dc.description.sponsorship | The authors wish to thank the Jiangxi Provincial Technology of Education and Education Technology of Jiangxi Province Departments for their help in conducting this research. | en_US |
| dc.identifier.doi | 10.3390/w15162949 | |
| dc.identifier.issn | 2073-4441 | |
| dc.identifier.scopus | 2-s2.0-85168801846 | |
| dc.identifier.uri | https://doi.org/10.3390/w15162949 | |
| dc.identifier.uri | https://hdl.handle.net/20.500.12416/9569 | |
| dc.language.iso | en | en_US |
| dc.publisher | Mdpi | en_US |
| dc.rights | info:eu-repo/semantics/openAccess | en_US |
| dc.subject | Slope Stability | en_US |
| dc.subject | Fuzzy Logic | en_US |
| dc.subject | Q(Slope) | en_US |
| dc.subject | Rock Slope | en_US |
| dc.subject | Geomechanics | en_US |
| dc.title | Fuzzy-Based Intelligent Model for Rapid Rock Slope Stability Analysis Using Qslope | en_US |
| dc.type | Article | en_US |
| dspace.entity.type | Publication | |
| gdc.author.id | Mao, Yimin/0000-0002-6540-6971 | |
| gdc.author.id | Azarafza, Mohammad/0000-0001-7777-3800 | |
| gdc.author.id | Ahangari Nanehkaran, Yaser/0000-0002-8055-3195 | |
| gdc.author.id | Derakhshani, Reza/0000-0001-7499-4384 | |
| gdc.author.scopusid | 35146268100 | |
| gdc.author.scopusid | 58550175500 | |
| gdc.author.scopusid | 57211004694 | |
| gdc.author.scopusid | 57189219637 | |
| gdc.author.scopusid | 57194516058 | |
| gdc.author.wosid | Derakhshani, Reza/P-1194-2019 | |
| gdc.author.wosid | Azarafza, Mohammad/Aap-2136-2020 | |
| gdc.author.wosid | Nanehkaran, Yaser/Aan-6150-2021 | |
| gdc.description.department | Çankaya University | en_US |
| gdc.description.departmenttemp | [Mao, Yimin] Shaoguan Univ, Coll Informat Engn, Shaoguan 512026, Peoples R China; [Mao, Yimin] JiangXi Univ Sci & Technol, Sch Informat Engn, Ganzhou 341000, Peoples R China; [Chen, Liang] Gannan Univ Sci & Technol, Ganzhou 341000, Jiangxi, Peoples R China; [Nanehkaran, Yaser A.] Yancheng Teachers Univ, Sch Informat Engn, Yancheng 224002, Peoples R China; [Nanehkaran, Yaser A.] Cankaya Univ, Fac Econ & Adm Sci, Dept Management Informat Syst, TR-06790 Ankara, Turkiye; [Azarafza, Mohammad] Univ Tabriz, Dept Civil Engn, Tabriz 5166616471, Iran; [Derakhshani, Reza] Univ Utrecht, Dept Earth Sci, NL-3584 CB Utrecht, Netherlands | en_US |
| gdc.description.issue | 16 | en_US |
| gdc.description.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
| gdc.description.scopusquality | Q2 | |
| gdc.description.volume | 15 | en_US |
| gdc.description.woscitationindex | Science Citation Index Expanded | |
| gdc.description.wosquality | Q2 | |
| gdc.identifier.openalex | W4385878559 | |
| gdc.identifier.wos | WOS:001056160400001 | |
| gdc.openalex.fwci | 26.48969966 | |
| gdc.openalex.normalizedpercentile | 1.0 | |
| gdc.openalex.toppercent | TOP 1% | |
| gdc.opencitations.count | 29 | |
| gdc.plumx.crossrefcites | 16 | |
| gdc.plumx.mendeley | 40 | |
| gdc.plumx.newscount | 1 | |
| gdc.plumx.scopuscites | 41 | |
| gdc.scopus.citedcount | 41 | |
| gdc.wos.citedcount | 33 | |
| relation.isOrgUnitOfPublication | 0b9123e4-4136-493b-9ffd-be856af2cdb1 | |
| relation.isOrgUnitOfPublication.latestForDiscovery | 0b9123e4-4136-493b-9ffd-be856af2cdb1 |