Spatio-temporal characterization of rock slope kinematic mechanisms through multi-parameter GNSS monitoring and consensus classification in an active open-pit mine environment
| dc.contributor.author | Umar, Ibrahim Haruna | |
| dc.contributor.author | Lin, Hang | |
| dc.contributor.author | Firat, Muge Elif | |
| dc.contributor.author | Yang, Chaoyi | |
| dc.date.accessioned | 2026-08-12T17:27:27Z | |
| dc.date.issued | 2025 | |
| dc.department | Fırat Üniversitesi | |
| dc.description.abstract | Progressive slope instability in open-pit mines requires advanced monitoring systems integrating high-frequency geodetic data with quantitative stability classification for statistically robust early warning beyond simple threshold alarms. This study aimed to develop and validate a cumulative total earth displacement processing (CTEDP) analysis system for integrating kinematic monitoring and consensus-based stability classification framework. Sub-daily GNSS data from five monitoring points at the Pulang Copper Mine were processed over a two-month period using the CTEDP framework (displacement derivatives, rolling statistics, and anomaly detection (Z-score +/- 2.0 thresholds)). Concurrently, five classification systems (RMR, SMR, Q-slope, SSPC, RSIS) were applied, normalized to a 0-100 scale, and integrated into a weighted consensus score. Results quantified critical instability: Point 1 reached 61.3 mm displacement at a rate of 0.85 mm day-1, while Z-scores detected anomalies (Z = +3.6 to -2.0). The consensus model starkly differentiated stability, with Points 1, 2, and 5 scoring 13.3-14.3/100 (aligning with Q-slope values of 0.009 and 95% SSPC failure probability), versus Point 4 at 72.5/100. Perfect correlation (r = 1.0) among RMR, SMR, and Q-slope indicated robust convergent validity. The CTEDP system provides a high-resolution, multi-parametric foundation for quantitative risk assessment and early warning in geotechnically complex slopes. | |
| dc.description.sponsorship | Hunan Provincial Key Research and Development Program [2022SK2082] | |
| dc.description.sponsorship | TheauthorsareverythankfulforthefinancialsupportoftheHunanProvincialKeyResearchandDevelopmentProgram(2022SK2082). | |
| dc.identifier.doi | 10.1088/2631-8695/ae1c99 | |
| dc.identifier.issn | 2631-8695 | |
| dc.identifier.issue | 4 | |
| dc.identifier.orcid | 0000-0002-8623-4785 | |
| dc.identifier.orcid | 0000-0002-5391-5859 | |
| dc.identifier.scopus | 2-s2.0-105021590435 | |
| dc.identifier.scopusquality | Q3 | |
| dc.identifier.uri | https://doi.org/10.1088/2631-8695/ae1c99 | |
| dc.identifier.uri | https://hdl.handle.net/11508/55216 | |
| dc.identifier.volume | 7 | |
| dc.identifier.wos | WOS:001614029500001 | |
| dc.identifier.wosquality | Q2 | |
| dc.indekslendigikaynak | Web of Science | |
| dc.indekslendigikaynak | Scopus | |
| dc.language.iso | en | |
| dc.publisher | Iop Publishing Ltd | |
| dc.relation.ispartof | Engineering Research Express | |
| dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | |
| dc.rights | info:eu-repo/semantics/closedAccess | |
| dc.snmz | KA_WoS_20260511 | |
| dc.subject | rock slope stability | |
| dc.subject | GNSS monitoring | |
| dc.subject | kinematic analysis | |
| dc.subject | open-pit mine | |
| dc.subject | CTEDP methodology | |
| dc.subject | RSIS classification | |
| dc.title | Spatio-temporal characterization of rock slope kinematic mechanisms through multi-parameter GNSS monitoring and consensus classification in an active open-pit mine environment | |
| dc.type | Article |







