Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (3): 877-885.doi: 10.16285/j.rsm.2019.0926

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Evolution of particle disintegration of red sandstone using Weibull distribution

ZHANG Zong-tang1, 2, GAO Wen-hua2, ZHANG Zhi-min2, TANG Xiao-yu2, WU Jun2   

  1. 1. School of Resource & Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan, Hunan 411201, China; 2. Hunan Provincial Key Laboratory of Geotechnical Engineering for Stability Control and Health Monitoring, Hunan University of Science and Technology, Xiangtan, Hunan 411201, China
  • Received:2019-05-23 Revised:2019-07-31 Online:2020-03-11 Published:2020-05-25
  • Supported by:
    This work was supported by the Natural Science Foundation of Hunan Province(2020JJ40176),the Key Scientific Research Projects of Hunan Provincial Department of Education (16A073), Hunan Provincial Innovation Foundation For Postgraduate (CX20190790) and the Open Research Fund Program of Hunan Provincial Key Laboratory of Geotechnical Engineering for Stability Control and Health Monitoring, Hunan University of Science and Technology (E21807).

Abstract: Red sandstone is widely distributed in China, and its disintegration is very significant due to changes in water content. The red sandstone samples from Zhuzhou area of Hunan Province were used to conduct laboratory static and disturbed disintegration tests. Then, an evolution model of gradation curve of particle disintegration of red sandstone was established based on the Weibull distribution, and the model parameters λ and k were analyzed, the value and change rate of the two parameters reflect the evolutionary process of particle disintegration and breakage of red sandstone. Moreover, on the basis of established model, the calculation formula of the relative disintegration ratio was obtained, and the correctness of the formula was verified. Furthermore, according to the test results and the values of model calculation, the similarities and differences between the slaking durability index and the disintegration ratio, and the effects of different test methods on the test results were discussed. Finally, the feasibility of application of Weibull distribution model to the evolution of rock particle disintegration is verified based on the existing researches.

Key words: red sandstone, disintegration, breakage, Weibull distribution, drying and wetting cycle

CLC Number: 

  • TU 458
[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] LEI Rui-de, GU Qing-heng, HU Chao, HE Pei, ZHOU Lin-sen, . Acoustic emission signal characteristics and precursory recognition of rock failure in fractured sandstone [J]. Rock and Soil Mechanics, 2025, 46(7): 2023-2038.
[3] CHEN Jia-rui, FAN Bao-yun, YE Jian-hong, ZHANG Chun-shun, . Particle breakage and its evolution model of calcareous sand through triaxial tests [J]. Rock and Soil Mechanics, 2025, 46(7): 2095-2105.
[4] HU Feng-hui, FANG Xiang-wei, SHEN Chun-ni, WANG Chun-yan, SHAO Sheng-jun, . Experiment on particle breakage, strength, and dilatancy of coral sand under true triaxial conditions [J]. Rock and Soil Mechanics, 2025, 46(7): 2147-2159.
[5] WANG Gui-lin, WANG Li, WANG Run-qiu, REN Jia-shan, . Shear constitutive model of penetrating sawtooth-like joint surface of red sandstone after dry-wet cycles [J]. Rock and Soil Mechanics, 2025, 46(3): 706-720.
[6] DU Jin-fei, DU Yu-xiang, JIA Yong-sheng, SUN Jin-shan, YAO Ying-kang, XIE Quan-min, FAN Kun-hui, . Analysis of deformation damage and energy dissipation of red sandstone under hydro-dynamic coupling effect [J]. Rock and Soil Mechanics, 2024, 45(S1): 248-258.
[7] WANG Feng, ZHANG Jian-qing, . Evolution model of the grading in the process of in-situ rolling of high dam rockfills [J]. Rock and Soil Mechanics, 2024, 45(S1): 550-556.
[8] CHEN Jun-hao, ZHANG Yan-e, WANG Gang, WANG Heng, . An experimental study on consolidated drainage strength of calcareous sand under anisotropic consolidation paths [J]. Rock and Soil Mechanics, 2024, 45(8): 2290-2298.
[9] WANG Bu-xue-yan, MENG Qing-shan, QIAN Jian-gu, . Breaking rate of coral sand and gravel based on volume change [J]. Rock and Soil Mechanics, 2024, 45(7): 1967-1975.
[10] YANG Yang, WANG Le, MA Jian-hua, TONG Chen-xi, ZHANG Chun-hui, WANG Zhi-chao, TIAN Ying-hui, . Mechanism of submarine pipeline penetration into calcareous sand considering particle breakage effect [J]. Rock and Soil Mechanics, 2024, 45(2): 623-632.
[11] ZHANG Ji-ru, CHEN Jing-xin, WANG Lei, PENG Wei-ke . Effect of drainage conditions during triaxial shearing on particle breakage, deformation, and strength properties of calcareous sand [J]. Rock and Soil Mechanics, 2024, 45(2): 375-384.
[12] WANG Chao-hui, WEN Peng-hui, SONG Liang, NIU Liang-liang, XI He, . Gradation composition design of salt rock aggregate base based on particle breakage characteristics [J]. Rock and Soil Mechanics, 2024, 45(2): 340-352.
[13] QU Ru, ZHU Chang-qi, LIU Hai-feng, WANG Tian-min, MA Cheng-hao, WANG Xing, . A comparative study of methods for determining boundary dry density of coral sand [J]. Rock and Soil Mechanics, 2023, 44(S1): 461-475.
[14] ZHANG Pei-sen, XU Da-qiang, LI Teng-hui, HU Xin, ZHAO Cheng-ye, HOU Ji-qun, NIU Hui, . Experimental study of seepage characteristics before and after grouting and mechanical characteristics after grouting of fractured sandstone [J]. Rock and Soil Mechanics, 2023, 44(S1): 12-26.
[15] CHENG Shu-fan, ZENG Ya-wu, YE Yang, GAO Rui, . Slake durability test and mineral inclusion effect of Gansu red-bed clay rock [J]. Rock and Soil Mechanics, 2023, 44(S1): 99-106.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!