• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊

落砂成型过程及模型孔隙率影响因素研究

方薇, 周志刚

方薇, 周志刚. 落砂成型过程及模型孔隙率影响因素研究[J]. 岩土工程学报, 2019, 41(11): 2086-2093. DOI: 10.11779/CJGE201911014
引用本文: 方薇, 周志刚. 落砂成型过程及模型孔隙率影响因素研究[J]. 岩土工程学报, 2019, 41(11): 2086-2093. DOI: 10.11779/CJGE201911014
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
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

落砂成型过程及模型孔隙率影响因素研究  English Version

详细信息
    作者简介:

    方 薇(1984— ),男,博士,讲师,主要从事土力学方面的教学和科研。E-mail: fangwei5642366@163.com。

    通讯作者:

    周志刚,E-mail:fangwei5642366@163.com

  • 中图分类号: TU432

Sand-fall molding process and influencing factors of model porosity

  • 摘要: 以颗粒流程序PFC3D为研究工具,结合室内试验,对于落砂成型过程及成型孔隙率的变化规律进行了研究。首先,对落砂过程及结拱现象进行了分析,提出了一种带底孔筒仓流动模型,设计了优化的方形出砂头方案并将其应用于落砂成型试验;然后,利用PFC3D对落高、出砂头孔径、移动速度等因素对成型孔隙率的影响规律进行了模拟和验证。研究表明:当孔径增大时,一次出漏的颗粒数增多,成型时颗粒与颗粒之间的位置尚来不及调整,粒间孔隙较大。随着出砂头移动速度的增大,堆积层次与冲击次数增加,颗粒间的孔隙将会减小。落高增大导致冲击时的动能增大,密实度因而也随之增大。对于所考察的3种试验因素,物理试验与数值模拟均呈现出相同的影响规律。此外,提出的落砂成型孔隙率多因素相关模型具有很好的适应性。
    Abstract: Using the PFC3D as the research tool, accompanied with the laboratory tests, the sand-fall molding process and porosity variation of model are analyzed. Firstly, the falling order and arching phenomenon are studied. Thus, the flow model for the straight hopper with a central bottom hole is suggested, and an optimized square outlet is adopted in the laboratory tests. Subsequently, the PFC3D is utilized to simulate and to verify the influences of height, aperture and velocity of outlet on the model porosity. The research results show that the particles leak densely when the aperture increases, thus, the particles of model can not adjust their positions in time, and the porosity remains large. With the increase of the velocity of outlet, the times of stacking and colliding both increase, and the porosity decreases. When the falling height increases, the kinetic energy is amplified in collision, and the porosity decreases. For the above mentioned factors, both the physical and the numerical tests show the same rules, and the suggested multivariate correlation model has a good adaptability.
  • [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. H-V加筋土性状的颗粒流细观模拟[J]. 岩土工程学报, 2008, 30(5): 625-631.
    (ZHANG Meng-xi, ZHANG Shi-lei.Behavior of soil reinforced with H-V inclusions by PFC2D[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(5): 625-631. (in Chinese))
    [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))
  • 期刊类型引用(4)

    1. 吴圣智,赵洪海,谢宏强,董宇苍,方霖,王明年,刘越. 护盾式TBM隧道管片壁后豆砾石分布规律. 工程科学与技术. 2024(04): 150-160 . 百度学术
    2. 张旭东,王永志,王体强,段雪锋,袁晓铭. 宽级配土离心试验地基模型落雨法分层机制与数值模拟. 岩土工程学报. 2024(S1): 122-126 . 本站查看
    3. 张旭东,王永志,王体强,刘红帅,段雪锋,袁晓铭. 宽级配珊瑚土落雨制模分层现象与控制方法. 自然灾害学报. 2024(04): 188-197 . 百度学术
    4. 王浩然,王永志,王海,汤兆光,王体强. 砂雨模型制备PFC~(3D)的数值模拟. 水利水运工程学报. 2021(04): 68-74 . 百度学术

    其他类型引用(5)

计量
  • 文章访问数: 
  • HTML全文浏览量:  0
  • PDF下载量: 
  • 被引次数: 9
出版历程
  • 收稿日期:  2018-05-04
  • 发布日期:  2019-11-24

目录

    /

    返回文章
    返回