Disintegration characteristics of red-bed mudstone of Badong Formation under wet-dry cycles

被引:0
作者
Shen P.-W. [1 ]
Tang H.-M. [1 ]
Wang D.-J. [1 ]
He C. [1 ]
Zhang Y.-H. [1 ]
机构
[1] Faculty of Engineering, China University of Geosciences, Wuhan, 430074, Hubei
来源
Tang, Hui-Ming (tanghm@cug.edu.cn) | 1990年 / Academia Sinica卷 / 38期
关键词
Circularity; Cyclic wetting and drying cyclic; Disintegration; Red-bed mudstone; Stability evaluation;
D O I
10.16285/j.rsm.2017.07.019
中图分类号
学科分类号
摘要
Since various water-induced geological disasters occur in the red-bed mudstone, it is important to study disintegrating states of red-bed mudstone under dry and wet cycles. A series of wet and dry cycle tests was conducted on mudstone samples from Triassic Badong Formation. After each cycle, every group of screened particles was weighed, and morphological parameters of rock sample were also obtained using an image processing technique. With the combination of the fractal geometry theory and the gray relational analysis, the fractal characteristics of size distribution and the morphological characteristics of rock particles were gained. Thus, a new model was established to evaluate the stability of the red-bed mudstone. The results show that rock particles with a size larger than 10 mm disintegrated dramatically, which mainly occurred in former eight times cycles and tended to stop after 12 times cycles. Corresponding to the evolution of disintegration process, the fractal dimension of size distribution rapidly increased and stabilized at around 2.20 by the end of disintegration. Meanwhile, both the circularity of rock particles and the dimension of covering boxes showed correlations with disintegrating degree and eventually stabilized when the disintegration ended. From the gray relational analysis, the variation characteristics of circularity of the red-bed mudstone well reflect its disintegrating state. Therefore, the stability evaluation of the red-bed mudstone has a significant guidance in engineering construction. © 2017, Science Press. All right reserved.
引用
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页码:1990 / 1998
页数:8
相关论文
共 24 条
  • [1] Zhang D., Chen A.-Q., Liu G.-C., Laboratory investigation of disintegration characteristics of purple mudstone under different hydrothermal conditions, Journal of Mountain Science, 9, 1, pp. 127-136, (2012)
  • [2] Su T.-M., Zhang Y.-G., Phenomenon and mechanism of red bed mudstone disintegration, Journal of Highway and Transportation Research and Development, 31, 2, pp. 9-14, (2014)
  • [3] Wu D.-X., Liu H.-J., Wang G.-Q., Laboratory experimental study of slaking characteristics of red-bed soft rock, Chinese Journal of Rock Mechanics and Engineering, 29, 2, pp. 4173-4180, (2010)
  • [4] Chen C.-X., Lu H.-F., Yuan C.-H., Et al., Experimental research on deformation properties of red-bed soft rock, Chinese Journal of Rock Mechanics and Engineering, 29, 2, pp. 261-271, (2010)
  • [5] Zhang J.-M., Liu Y.-H., Luo C.-H., Et al., Triaxial compression test and constitutive model for red Mudstone of Badong formation, Journal of Engineering Geology, 21, 1, pp. 139-143, (2013)
  • [6] Wu Y.-P., Yu H.-M., Hu Y.-X., Research on engineering geological characters of aubergine mudstone of Badong new city zone, Rock and Soil Mechanics, 27, 7, pp. 1201-1208, (2006)
  • [7] Guo Y.-C., Xie Q., Wen J.-Q., Effect of the alternation of heat and water on the slaking phenomenon of redbeds, Hydrogeology&Engineering Geology, 39, 5, pp. 69-74, (2012)
  • [8] Chai B., Yin K.-L., Jian W.-X., Et al., Analysis of water-rock interaction characteristics and bank slope failure process of red-bed, Journal of Central South University (Science and Technology), 40, 4, pp. 1092-1099, (2009)
  • [9] Zhang S., Xu Q., Hu Z.-M., Effects of rainwater softening on red mudstone of deep-seated landslide, Southwest China, Engineering Geology, 204, pp. 1-13, (2016)
  • [10] Zhu Y.-B., Yu H.-M., Yang Y.-X., Et al., Indoor experimental research on characteristics of improved red-mudstone, Chinese Journal of Rock Mechanics and Engineering, 32, 2, pp. 425-433, (2013)