Research on fractal characteristics and evolution prediction of rock mass deteriorating in bank slope drawdown zone of the Three Gorges Reservoir area

被引:0
作者
Yan G. [1 ,2 ,3 ]
Huang B. [2 ,3 ]
Yin Y. [4 ]
Hu L. [2 ,3 ]
Chen Y. [2 ,3 ]
机构
[1] Faculty of Engineering, China University of Geosciences (Wuhan), Hubei, Wuhan
[2] Hubei Key Laboratory of Disaster Prevention and Mitigation, China Three Gorges University, Hubei, Yichang
[3] College of Civil Engineering and - Architecture, China Three Gorges University, Yichang, Hubei
[4] China Institute of Geological Environment Monitoring, Beijing
来源
Dizhi Xuebao/Acta Geologica Sinica | 2023年 / 97卷 / 07期
关键词
crushing phase transition time; evolution prediction; fractal theory; rock mass deterioration; Three Gorges Reservoir area;
D O I
10.19762/j.cnki.dizhixuebao.2022052
中图分类号
学科分类号
摘要
The key to the deterioration of bank slope rock mass in the Three Gorges Reservoir area lies in the continuous expansion of rock mass joints. The fractal theory is used to study the deterioration degree, deterioration crushing phase transition time, and development trend of the bank slope measuring window rock mass in the upper and lower drawdown zone. The main conclusions are as follows: the distribution of rock mass joint deterioration has fractal properties, and the steep and gentle turning point of the Λ(r) curve can be regarded as the lower limit of the REV rock mass size. On the whole, deterioration makes the growth of rock mass joints develop to a more uniform and denser trend, showing the characteristics of dimension increase. Further, the deterioration classification standard is established by using the joints fractal dimension increment ΔDb. Fractal dimension increment value ΔDb, the increment of area joint number ΔJov, and the variation of geological strength index ΔGSI satisfy the exponential function relationship. Finally, two joints fractal dimension deterioration evolution modes are proposed. The corresponding evolution prediction and analysis can be carried out by using calculation formula of rock mass deterioration and crushing phase transition time, and the prediction of rock mass deterioration and crushing phase transition time is based on secant estimation. Due to the high statistical stability of fractal dimension Db, it can meet the needs of engineering applications. This research provides a new method for the investigation of bank slope deterioration degree and the prediction of deterioration evolution in the Three Gorges Reservoir area. © 2023 Geological Society of China. All rights reserved.
引用
收藏
页码:2399 / 2407
页数:8
相关论文
共 27 条
[1]  
Cai Jianchao, Xiangyun Hu, Fractal Theory in Porous Media and Its Applications, (2015)
[2]  
Dochez S, Laouafa F, Franck C, Guedon S, Martineau F, d'Amato J, Saintenoy A., Multi-scale analysis of water alteration on the rockslope stability framework, Acta Geophysica, 62, 5, pp. 1025-1048, (2014)
[3]  
Feng Xiating, Ding Wuxiu, Meso-mechanical experiment of microfracturing process of rock under coupled mechanical-hydrological chemical environment, Chinese Journal of Rock Mechanics and Engineering, 24, 9, pp. 1465-1473, (2005)
[4]  
Gagnepain J J, Roques-Carmes C., Fractal approach to two-dimensional and three-dimensional surface roughness, Wear, 109, 1-4, pp. 119-126, (1986)
[5]  
Gibson J R, Lin H, Bruns M A., A comparison of fractal analytical methods on 2- and 3-dimensional computed tomographic scans of soil aggregates, Geoderma, 134, 3-4, pp. 335-348, (2006)
[6]  
Hoek E, Brown E T., The Hoek-Brown failure criterion and GSI-2018 edition, Journal of Rock Mechanics and Geotechnical Engineering, 11, 3, pp. 445-463, (2019)
[7]  
Huang Bolin, Yin Yueping, Zhang Zhihua, Wang Jian, Qin Zhen, Yan Guoqiang, Study on deterioration characteristics of shallow rock mass in water the level fluctuation zone of karst bank slopes in Three Gorges Reservior area, Chinese Journal of Rock Mechanics and Engineering, 38, 9, pp. 1786-1796, (2019)
[8]  
Huang Bolin, Yin Yueping, Yan Guoqiang, Li Bin, Qin Zhen, Wang Jian, A study on in situ measurements of carbonate rock mass degradation in the water-level fluctuation zone of the Three Gorges Reservoir, China, Bulletin of Engineering Geology and the Environment, 80, 2, pp. 1091-1101, (2020)
[9]  
Huang Bolin, Yin Yueping, Li Bin, Bai Linfeng, Qin Zhen, Simplified numerical model and verification for the impulse wave generated by situated collapse of a dangerous columnar rock mass, Rock and Soil Mechanics, 42, 8, pp. 2269-2278, (2021)
[10]  
Yang Ju, Chaodong Xi, Yang Zhang, Lingtao Mao, Feng Gao, Heping Xie, Laboratory in situ CT observation of the evolution of 3D fracture networks in coal subjected to confining pressures and axial compressive loads: A novel approach, Rock Mechanics and Rock Engineering, 51, 11, pp. 3361-3375, (2018)