Effect of the Connectivity of Weak Rock Zones on the Mining-Induced Deformation of Rock Slopes in an Open-Pit Mine

被引:5
作者
Zhang, Cheng [1 ]
Clement, Amagu amagu [1 ]
Kodama, Jun-ichi [1 ]
Sainoki, Atsushi [2 ,3 ]
Fujii, Yoshiaki [1 ]
Fukuda, Daisuke [1 ]
Wang, Shuren [4 ]
机构
[1] Hokkaido Univ, Fac Engn, Sapporo 0608628, Japan
[2] Kumamoto Univ, Int Res Org Adv Sci & Technol, Kumamoto 8608555, Japan
[3] Kumamoto Univ, Fac Adv Sci & Technol, Kumamoto 8608555, Japan
[4] Henan Polytech Univ, Sch Civil Engn, Jiaozuo 454003, Peoples R China
关键词
open-cut quarry; geological structure; weak rock zone; slope stability; sliding mechanism; field measurement; STABILITY ANALYSIS; FAILURE; FRACTURES;
D O I
10.3390/su16145974
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Geological structures significantly influence mining-induced deformations in open-pit mines, with their variations and interactions adding complexity to the excavation process and introducing uncertainties in deformation outcomes. This study utilized numerical simulations to analyze the impact of weak rock zones in a specific open-pit limestone quarry in Japan on mining-induced deformation. The simulation results were both qualitatively and quantitatively validated against field measurements, enhancing the reliability of the findings. Subsequently, four conceptual models were developed based on the characteristics of the quarry to investigate the mechanisms by which weak rock zones affect rock slope deformations. Our analyses demonstrated that slip deformation occurred exclusively when two weak rock zones were connected. This deformation was associated not only with shear failure in the upper weak rock zone but also with the contraction and bending of the lower weak rock zone. Furthermore, the simulation results were consistent with field data and supported by the conceptual models, confirming that the proposed sliding mechanisms can effectively explain the observed deformation behaviors. The insights gained from these models provide valuable references for managing similar geological challenges in other open-pit mines.
引用
收藏
页数:22
相关论文
共 59 条
[1]   Estimating the Optimal Overall Slope Angle of Open-Pit Mines with Probabilistic Analysis [J].
Abdellah, Wael R. ;
Hirohama, Chiaki ;
Sainoki, Atsushi ;
Towfeek, Ahmed Rushdy ;
Ali, Mahrous A. M. .
APPLIED SCIENCES-BASEL, 2022, 12 (09)
[2]   Combination of the Physical and Ultrasonic Tests in Estimating the Uniaxial Compressive Strength and Young’s Modulus of Intact Limestone Rocks [J].
Aboutaleb S. ;
Bagherpour R. ;
Behnia M. ;
Aghababaei M. .
Geotechnical and Geological Engineering, 2017, 35 (06) :3015-3023
[3]   Displacement Measurements and Numerical Analysis of Long-Term Rock Slope Deformation at Higashi-Shikagoe Limestone Quarry, Japan [J].
Amagu, Clement A. ;
Zhang, Cheng ;
Kodama, Jun-ichi ;
Shioya, Kazuyuki ;
Yamaguchi, Tomoyuki ;
Sainoki, Atsushi ;
Fukuda, Daisuke ;
Fujii, Yoshiaki ;
Sharifzadeh, Mostafa .
ADVANCES IN CIVIL ENGINEERING, 2021, 2021
[4]   Stability analysis of the north-eastern slope of Daralou copper open pit mine against a secondary toppling failure [J].
Amini, Mehdi ;
Ardestani, Akbar .
ENGINEERING GEOLOGY, 2019, 249 :89-101
[5]  
An B, 2023, LANDSLIDES, V20, P2517, DOI 10.1007/s10346-023-02138-z
[6]  
[Anonymous], 2011, Int. J. Geol. Environ. Eng
[7]  
[Anonymous], 2022, ASTM D2938-95
[8]   A slope movement in a complex rock formation: Deformation measurements and DEM modelling [J].
Assefa, S. ;
Graziani, A. ;
Lembo-Fazio, A. .
ENGINEERING GEOLOGY, 2017, 219 :74-91
[9]   Stability Analysis of Rock Structure in Large Slopes and Open-Pit Mine: Numerical and Experimental Fault Modeling [J].
Azarfar, Babak ;
Ahmadvand, Seyedsaeid ;
Sattarvand, Javad ;
Abbasi, Behrooz .
ROCK MECHANICS AND ROCK ENGINEERING, 2019, 52 (12) :4889-4905
[10]   FUNDAMENTALS OF ROCK JOINT DEFORMATION [J].
BANDIS, SC ;
LUMSDEN, AC ;
BARTON, NR .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1983, 20 (06) :249-268