Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (S1): 359-370.doi: 10.16285/j.rsm.2023.1820

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

Experimental study on crushing characteristics of soft rock damming particles

HU Jin-fang1, 2, YANG Qi-gui1, 2, 3, XIONG Kun4, 5, MA Gang1, 2, 6, CHENG Jia-lin2, 6, ZHOU Wei1, 2, 6, CHANG Xiao-lin1, 2, 6   

  1. 1. Institute of Water Engineering Sciences, Wuhan University, Wuhan, Hubei 430072, China; 2. State Key Laboratory of Water Resources Engineering and Management, Wuhan University, Wuhan, Hubei 430072, China; 3. Changjiang Institute of Survey, Planning, Design and Research, Wuhan, Hubei 430010, China; 4. Changjiang Survey, Planning, Design and Research Company Limited, Wuhan, Hubei 430010, China; 5. National Dam Safety Research Center, Wuhan, Hubei 430010, China; 6. Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education, Wuhan University, Wuhan, Hubei 430072, China
  • Received:2023-11-30 Accepted:2024-01-09 Online:2024-09-18 Published:2024-09-20
  • Supported by:
    This work was supported by the National Key Research and Development Program of China (2022YFC3005503), the National Natural Science Foundation of China (52322907, 52179141, U23B20149), the Natural Science Foundation of Hubei Province, China (2022CFD030) and the Fundamental Research Funds for the Central Universities (2042023kfyq03).

Abstract: Soft rock, easily broken during mining, filling, and rolling, is used as dam filling material in some pumped storage power plants. The relationship between filling and particle composition varies, greatly affecting the strength and deformation characteristics of dam materials. Currently, research on the particle breaking characteristics of soft rock damming materials is lacking, as is the differentiation from hard rock damming materials. This paper performs particle screening, scanning, and crushing studies on soft rock damming material from a pumped storage power station. The particle crushing mode, fractal dimension, crushing strength, and size effect differences between soft and hard rock are compared. The influence of particle shape and size on particle crushing mode and crushing strength of soft rock is investigated, and the relationship between particle shape and crushing strength of soft rock is quantified. The results show that the crushing mode of soft rock particles can be classified as crushing, splitting, or mixed. For hard rock particles with low strength and soft rock, the crushing mode is unique. The fractal dimension of 2.198 for soft rock is much smaller than marble and limestone, yet it is comparable to limestone, basalt, and sandstone. More tiny pieces form on the surface during soft rock particle disintegration. The crushing strength of soft rock particles is much lower than that of hard rock particles, with an average Weibull modulus of 1.48, also lower than most hard rock particles. The size effect and dispersion of the crushing strength of soft rock particles are stronger. The crushing modes of soft rock particles are mainly affected by particle shape, while the crushing strength is mainly affected by particle size. The formula proposed in this paper describes the quantitative relationship between particle shape and crushing strength.

Key words: soft rock, particle shape, crushing mode, fractal dimension, Weibull statistics

CLC Number: 

  • TV641
[1] YU Zhao-sheng, CHEN Xiao-bin, ZHOU Yu-qing, LÜ Xin-long, . Release rate of disintegration surface and disintegration characteristics of red-layer soft rock [J]. Rock and Soil Mechanics, 2025, 46(S1): 285-296.
[2] SHEN Yang, SHEN Jia-yi, LIANG Hui, FAN Ke-wei. Triaxial tests on simulated calcareous sand based on 3D printing technology [J]. Rock and Soil Mechanics, 2025, 46(8): 2353-2362.
[3] HU Hui-hua, LI Jun-wei, FAN Wen-tao, LIN Ying, HE Jian-qing, . Damage and deterioration characteristics and constitutive model of red layer soft rock under the influence of water-rock interaction [J]. Rock and Soil Mechanics, 2025, 46(3): 685-694.
[4] QIAO Long-quan, CHANG Ju-cai, YAN Liang-huan, QI Chao, SHI Wen-bao, . Fracture propagation characteristics of true triaxial splitting grouting in soft rock-like materials [J]. Rock and Soil Mechanics, 2025, 46(3): 833-850.
[5] XU Qing-zhao, SHI Wen-bao, CHANG Ju-cai, MIAO Zhuang, YAN Ao-yun, LI Chuan-ming, QI Chao. Mechanical response and macro and micro failure mechanism of water-bearing coal samples with different loading rates [J]. Rock and Soil Mechanics, 2025, 46(3): 881-893.
[6] LI Pei-tao, LIU Quan-sheng, ZHU Yuan-guang, GAO Feng, FAN Li-dan, . Combined support method for large deformation of deep coal mine tunnel [J]. Rock and Soil Mechanics, 2025, 46(2): 591-612.
[7] WANG Xue-bin, CHEN Shuang-yin, ZHENG Yi-fang, LIAO Pei-bin, . Lagrangian-discrete element method considering creep shear cracking and its application [J]. Rock and Soil Mechanics, 2025, 46(2): 613-624.
[8] DONG Jia-bin, LU Yi-fang, JIN Yi, DONG Wen-hao, HOU Peng, LIU Shun-xi, NIU Ran. Fractal characteristics of joint surface morphology of Pengshui shale and anisotropic characterization based on joint roughness coefficient [J]. Rock and Soil Mechanics, 2025, 46(11): 3549-3561.
[9] GONG Cong, QI Yan-shun, MIAO Hao-jie, XIAO Qi, XIONG Liang-feng, ZENG Peng, ZHAO Kui, . A neural network model for calibrating meso-parameters of parallel bond model with consideration of crack fractal dimension [J]. Rock and Soil Mechanics, 2025, 46(1): 327-336.
[10] ZHENG Si-wei, HU Ming-jian, HUO Yu-long, . Factors affecting permeability of calcareous sands and predictive models [J]. Rock and Soil Mechanics, 2024, 45(S1): 217-224.
[11] ZHANG Ke, GUAN Shi-hao, QI Fei-fei, XU Yi, JIN Ke-sheng, . Macromechanical properties and microstructure of sandstone under scouring effect [J]. Rock and Soil Mechanics, 2024, 45(7): 1929-1938.
[12] WANG Pei-tao, HUANG Hao, ZHANG Bo, WANG Lu-jun, YANG Yi, . Characterization of rough fracture model and the seepage characteristics based on 3D printing technology [J]. Rock and Soil Mechanics, 2024, 45(3): 725-736.
[13] LIU Jia-shun, ZHOU Ni, ZUO Jian-ping, ZHENG Zhi-yong, JIN Jia-xu, . Fractional creep damage constitutive model of weakly cemented soft rock under unloading confining pressure [J]. Rock and Soil Mechanics, 2024, 45(10): 2937-2948.
[14] GUO Peng-fei, WANG Xu, XU Fei-long, SUN Yan, LIU Xin. Parameter optimization and experimental study of anchorage device for soft rock mass bolt [J]. Rock and Soil Mechanics, 2024, 45(10): 2961-2970.
[15] CUI Wei, PEI Jie-xuan, JIANG Zhi-an, . Experimental study on motion law of particles in rock fissures under dynamic water action [J]. Rock and Soil Mechanics, 2024, 45(10): 2870-2878.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!