Citation: | FANG Wei, ZHOU Zhi-gang. Sand-fall molding process and influencing factors of model porosity[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(11): 2086-2093. DOI: 10.11779/CJGE201911014 |
[1] |
LAGIOIA R, SANZENI A.Water and vacuum pluviation of sand specimens for the triaxial apparatus[J]. Soil & Foundations, 2006, 46(1): 61-67.
|
[2] |
李浩, 罗强, 张正. 砂雨法制备砂土地基模型控制要素试验研究[J]. 岩土工程学报, 2014, 36(10): 1872-1878.
(LI Hao, LUO Qiang, ZHANG Zheng.Experimental study on control element of sand pourer preparation of sand foundation model[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(10): 1872-1878. (in Chinese)) |
[3] |
马险峰, 孔令刚, 方薇. 砂雨法试样制备平行试验研究[J]. 岩土工程学报, 2014, 36(10): 1791-1800.
(MA Xian-feng, KONG Ling-gang, FANG Wei.Parallel tests on preparation of samples with sand pourer[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(10): 1791-1800. (in Chinese)) |
[4] |
程朋, 王勇. 砂雨法制备三轴砂样的影响因素及均匀性研究[J]. 长江科学院院报, 2016, 33(10): 79-83.
(CHENG Peng, WANG Yong.Factors and homogeneity of triaxial sand specimen preparation with air pluviation[J]. Journal of Yangtze River Scientific Research Institute, 2016, 33(10): 79-83. (in Chinese)) |
[5] |
周健, 池毓蔚, 池永. 砂土双轴试验的颗粒流模拟[J]. 岩土工程学报, 2000, 22(6): 701-704.
(ZHOU Jian, CHI Yu-wei, CHI Yong.Simulation of biaxial test on sand by particle flow code[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(6): 701-704. (in Chinese)) |
[6] |
孔亮, 彭仁. 颗粒形状对类砂土力学性质影响的颗粒流模拟[J]. 岩石力学与工程学报, 2011, 30(10): 2112-2119.
(KONG Liang, PENG Ren.Particle flow simulation of influence of particle size shape on mechanical properties of quasi-sands[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(10): 2112-2119. (in Chinese)) |
[7] |
张孟喜, 张石磊.
(ZHANG Meng-xi, ZHANG Shi-lei.Behavior of soil reinforced with |
[8] |
周健, 白彦峰, 张昭. 砂土中群桩室内模型试验及颗粒流模拟研究[J]. 岩土工程学报, 2009, 31(8): 1275-1280.
(ZHOU Jian, BAI Yan-feng, ZHANG Zhao.Lab model tests and PFC2D modeling of pile groups in sands[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(8): 1275-1280. (in Chinese)) |
[9] |
贾敏才, 王磊, 周健. 干砂强夯动力特性的细观颗粒流分析[J]. 岩土力学, 2009, 30(4): 871-878.
(JIA Min-cai, WANG Lei, ZHOU Jian.Mesomechanical analysis of characteristics of dry sands in response to dynamic compaction with PFC2D [J]. Rock and Soil Mechanics, 2009, 30(4): 871-878. (in Chinese)) |
[10] |
王连庆, 高谦, 王建国. 自然崩落采矿法的颗粒流数值模拟[J]. 北京科技大学学报, 2007, 29(6): 557-561.
(WANG Lian-qing, GAO Qian, WANG Jian-guo.Numerical simulation of natural caving method based on particle flow code in two dimensions[J]. Journal of University of Science and Technology Beijing, 2007, 29(6): 557-561. (in Chinese)) |
[11] |
王涛, 盛谦, 熊将. 基于颗粒流方法自然崩落法数值模拟研究[J]. 岩石力学与工程学报, 2007, 26(增刊2): 4202-4207.
(WANG Tao, SHENG Qian, XIONG Jiang.Research on numerical simulation of natural caving method based on particle flow method[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(S2): 4202-4207. (in Chinese)) |
[12] |
CUNDALL P A.PFC2D user’s manual (Version 3.1)[M]. Minnesota: Itasca Consulting Group, Inc, 2004.
|
[13] |
陆厚根. 粉体技术导论[M]. 上海: 同济大学出版社, 1998.
(LU Hou-gen.Introduction of powder technology[M]. Shanghai: Tongji University Press, 1998. (in Chinese)) |
[14] |
陶珍东, 郑少华. 粉体工程与设备[M]. 2版. 北京: 化学工业出版社, 2010.
(TAO Zhen-dong, ZHENG Shao-hua.Powder technology and equipment[M]. 2nd ed. Beijing: Chemical Industry Press, 2010. (in Chinese)) |
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