Citation: | ZHU Sheng, DENG Shi-de, NING Zhi-yuan, WANG Jing. Gradation design method for rockfill materials based on fractal theory[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(6): 1151-1155. DOI: 10.11779/CJGE201706023 |
[1] |
TYLER S W, WHEAT C S W. Fractal scaling of soil particle size distribution: Analysis and limitations[J].Soil Science Society of America Journal, 1992, 56: 362-369.
|
[2] |
谢和平. 分形几何及其在岩土力学中的应用[J]. 岩土工程学报, 1992, 14(1): 14-24. (XIE He-ping. Fractal geometry and its application rock and soil materia[J]. ChineseJournal of Geotechnical Engineering, 1992, 14(1): 14-24. (in Chinese))
|
[3] |
朱 晟, 王永明, 翁厚洋. 粗粒筑坝材料密实度的缩尺效应研究[J]. 岩石力学与工程学报, 2011, 30(2): 348-357. (ZHU Sheng, WANG Yong-ming, WONG Hou-xiang. Study of scale effect of density of coarse-grained dam materials[J]. ChineseJournal of Rock Mechanics and Engineering, 2011, 30(2): 348-357. (in Chinese))
|
[4] |
DLT 5395—2007碾压式土石坝设计规范[S]. (DLT 5395—2007 Resign specification for rolled earth-rock fill dams[S]. 2007. (in Chinese))
|
[5] |
DLT5016—2011混凝土面板堆石坝设计规范[S]. 2011. (DLT5016—2011 Resign specification for concrete face rockfill dams[S]. (in Chinese))
|
[6] |
GB—T 50145—2007土的工程分类标准[S]. (GB—T 50145—2007 Standard for engineering classification of soil[S]. (in Chinese))
|
[7] |
MANDELBROT B B. The fractal geometry of nature[M]. New York: WH Freeman and Company, 1982.
|
[8] |
孙 霞, 吴自勤, 黄田匀. 分形原理及应用[M]. 合肥: 中国科学技术大学出版社, 2003. (SUN Xia, WUZi-qin, HUANG Tian-yun. Fractal theory and applied[M]. Hefei: University of Science and Technology of China Press, 2003. (in Chinese))
|
[9] |
朱 晟, 冯燕明, 冯树荣. 基于分形理论的爆破堆石料颗粒级配的优化方法: 中国, ZL201110125311.7[P]. 2011-12-14. (ZHU Sheng, FENG Yan-ming, FENG Shu-rong. Optimization method of particle size distribution of blasting rockfill based on fractal theory: China, ZL201110125311.7[P]. 2011-12-14. (in Chinese))
|
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