Experimental study on instability mechanism and critical intensity of rainfall of high-steep rock slopes under unsaturated conditions

• Published in: International journal of mining science and technology Vol. 33; no. 10; pp. 1243 - 1260
• Main Authors: Li, Xiaoshuang, Li, Qihang, Wang, Yunmin, Liu, Wei, Hou, Di, Zheng, Wenbo, Zhang, Xiong
• Format: Journal Article
• Language: English
• Published: Elsevier B.V 01.10.2023; Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province,Shaoxing 312000,China%School of Resources and Safety Engineering,Chongqing University,Chongqing 400044,China%Sinosteel Maanshan General Institute of Mining Research Co.LTD.,Maanshan 243000,China%Guizhou Survey and Design Research Institute for Water Resources and Hydropower,Guiyang 550001,China%School of Engineering,University of Northern British Columbia,Prince George V2K3V3,Canada; College of Civil Engineering,Qilu Institute of Technology,Jinan 250200,China; School of Urban Construction,Changzhou University,Changzhou 213164,China; Elsevier
• Subjects: Excavation unloading; Image recognition; Open-pit to underground mining; Rainfall infiltration; Rock slope; Similar physical model; Excavation unloading; Rainfall infiltration; Image recognition; Rock slope; Similar physical model; Open-pit to underground mining
• ISSN: 2095-2686
• DOI: 10.1016/j.ijmst.2023.07.009

Two critical factors, namely intense precipitation and intricate excavation, can trigger rock mass disasters in mining operations. In this study, an indoor rainfall system was developed to precisely regulate the flow and intensity of precipitation. A large-scale model experiment was conducted on a self-designed physical simulation experiment platform to investigate the failure and instability of high-steep rock slopes under unsaturated conditions. The real-time reproduction of the progressive failure process in high-steep rock slopes enabled the determination of the critical rainfall intensity and revealed the mechanism underlying slope instability. Experiment results indicated that rainfall may be the primary factor contributing to rock mass instability, while continuous pillar mining exacerbates the extent of rock mass failure. The critical failure stage of high-steep rock slopes occurs at a rainfall intensity of 40 mm/h, whereas a rainfall exceeding 50 mm can induce critical instability and precipitation reaching up to 60 mm will result in slope failure. The improved region growing segmentation method (IRGSM) was subsequently employed for image recognition of rock mass deformation in underground mines. Herein an error comparison with the simple linear iterative cluster (SLIC) superpixel method and the original region growing segmentation method (ORGSM) showed that the average identification error in the X and Y directions by the method was reduced significantly (1.82% and 1.80% in IRGSM; 4.70% and 6.26% in SLIC; 9.45% and 12.40% in ORGSM). Ultimately, the relationship between rainfall intensity and failure probability was analyzed using the Monte Carlo method. Moreover, the stability assessment criteria of rock slope under unsaturated condition were quantitatively and accurately evaluated.