Buy article PDF
The purchased file will be sent to you
via email after the payment is completed.
US$ 35
|
Geomechanics and Engineering Volume 26, Number 5, September10 2021 , pages 441-452 DOI: https://doi.org/10.12989/gae.2021.26.5.441 |
|
|
|
Recognition and prevention of rockfall vulnerable area in open-pit mines based on slope stability analysis |
||
Chun Zhu, Manchao He, Zhigang Tao, Qingxiang Meng and Xiaohu Zhang
|
||
| Abstract | ||
| Because of a wide distribution range, sudden occurrence, and high frequency of rockfall disasters on the slope of open-pit mines, it is difficult to effectively control the rockfall disasters in open-pit mines. The slope stabilities of slopes of 13 typical sections in the Changshanhao open-pit mine were calculated using 3DEC software, and the vulnerable area of each slope section was determined. These areas were analyzed as high-incidence areas of rockfalls. Combined with the field geological conditions, the slopes of the W6 and W8 sections where rockfall disasters easily occur were selected to study the motion characteristics of rockfalls, including the trajectory, landing distribution, bouncing height, and total kinetic energy using Rocfall software. According to different distribution characteristics of high-incidence areas of rockfall disasters on a slope, the gravel cushion and protective net methods are proposed to control rockfall disasters. The effectiveness and reasonableness of prevention methods were validated using numerical simulation, proving a good basis for scientific prevention and control of rockfall disasters in open-pit mines. | ||
| Key Words | ||
| gravel cushion; rockfalls; slope vulnerable area; stability analysis; 3DEC software | ||
| Address | ||
| Chun Zhu: 1.) School of Earth Sciences and Engineering, Hohai University, Nanjing, 210098, China 2.) State Key Laboratory for Geomechanics & Deep Underground Engineering, Beijing 100083, China Manchao He and Zhigang Tao:State Key Laboratory for Geomechanics & Deep Underground Engineering, Beijing 100083, China Qingxiang Meng: Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, Jiangsu, China Xiaohu Zhang: School of Civil Engineering, Guizhou University of Engineering Science, Bijie, Guizhou, 551700, China | ||