Advanced Search
  • 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
Volume 46 Issue 8
Turn off MathJax
Article Contents
Abstract
References
Supplements
ZHANG Tao, WU Jian, WEI Xiao, YANG Zhongxuan. Effects of surface roughness of particles on small-strain dynamic properties of granular materials[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(8): 1783-1790. DOI: 10.11779/CJGE20230390
Citation: ZHANG Tao, WU Jian, WEI Xiao, YANG Zhongxuan. Effects of surface roughness of particles on small-strain dynamic properties of granular materials[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(8): 1783-1790. DOI: 10.11779/CJGE20230390
shu

Effects of surface roughness of particles on small-strain dynamic properties of granular materials

  • 1.

    College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China

  • 2.

    Zhejiang Jiaogong Underground Engineering Co., Ltd., Hangzhou 310051, China

  • 3.

    Center for Balance Architecture, Zhejinag University, Hangzhou 310058, China

More Information
  • Received Date: May 09, 2023
  • Available Online: March 24, 2024
    Graphical Abstract
    • Abstract
  • The small-strain shear modulus and damping ratio are the important dynamic properties of granular soils, which are influenced by the packing density and stress states of the soil element as well as the particle characteristics including gradation, shape of particles, etc. As one of the important particle characteristics, however, the surface roughness of particles is often ignored by the previous investigations regarding the small-strain dynamic properties of granular soils. In this study, the small-strain dynamic properties of specimens of glass beads with different surface roughnesses are measured using the energy injecting virtual mass resonant column system. The surface roughness of the glass beads is quantified with the assistance of the three-dimensional interference microscope. The experimental results show that the small-strain shear modulus decreases with the increasing surface roughness of particles, while there is no obvious effects of surface roughness on the small-strain damping ratio. Clearly, the effects of surface roughness on the small-strain dynamic properties cannot be ignored particularly when other influencing factors, such as particle shape and gradation, are similar.
    • FullText(HTML)
    • References (19)
  • [1]
    杨文保, 吴琪, 陈国兴. 长江入海口原状土动剪切模量预测方法探究[J]. 岩土力学, 2019, 40(10): 3889-3896. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201910023.htm

    YANG Wenbao, WU Qi, CHEN Guoxing. Dynamic shear modulus prediction method of undisturbed soil in the estuary of the Yangtze River[J]. Rock and Soil Mechanics, 2019, 40(10): 3889-3896. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201910023.htm
    [2]
    WICHTMANN T, TRIANTAFYLLIDIS T. Influence of the grain-size distribution curve of quartz sand on the small strain shear modulus Gmax[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135(10): 1404-1418. doi: 10.1061/(ASCE)GT.1943-5606.0000096
    [3]
    LIU X, YANG J. Shear wave velocity in sand: effect of grain shape[J]. Géotechnique, 2018, 68(8): 742-748. doi: 10.1680/jgeot.17.T.011
    [4]
    SARKAR D, GOUDARZY M, WICHTMANN T. Influence of particle size on the small-strain stiffness in granular soils: experimental observations and micromechanical interpretation[J]. Géotechnique, 2022, 19(6): 545-554.
    [5]
    黄志鹏, 魏骁, 潘坤, 等. 颗粒特性对材料小应变动力特性的影响[J]. 岩土工程学报, 2022, 44(5): 889-897. doi: 10.11779/CJGE202205012

    HUANG Zhipeng, WEI Xiao, PAN Kun, et al. Effects of particle characteristics on small-strain dynamic properties of granular materials[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(5): 889-897. (in Chinese) doi: 10.11779/CJGE202205012
    [6]
    MITCHELL J K, SOGA K. Fundamentals of Soil Behavior[M]. New York: John Wiley & Sons, 2005.
    [7]
    CAVARRETTA I. The Influence of Particle Characteristics on the Engineering Behaviour of Granular Materials[D]. London : Imperial College London, 2009.
    [8]
    SANTAMARINA C, CASCANTE G. Effect of surface roughness on wave propagation parameters[J]. Géotechnique, 1998, 48(1): 129-136. doi: 10.1680/geot.1998.48.1.129
    [9]
    SHARIFIPOUR M, DANO C. Effect of grains roughness on waves velocities in granular packings[C]//1st Euro- Mediterranean Symposium in Advances on Geomaterials and Structures. Hammamet, 2006.
    [10]
    OTSUBO M, O'SULLIVAN C. Experimental and DEM assessment of the stress-dependency of surface roughness effects on shear modulus[J]. Soils and Foundations, 2018, 58(3): 602-614. doi: 10.1016/j.sandf.2018.02.020
    [11]
    YANG Z X, WEN Y X, PAN K. Previbration signature on dynamic properties of dry sand[J]. Journal of Testing and Evaluation, 2019, 47(3): 2167-2192. doi: 10.1520/JTE20180037
    [12]
    蔡正银, 李相崧. 材料状态对干砂小应变特性的影响[J]. 岩土力学, 2004, 25(1): 10-14. doi: 10.3969/j.issn.1000-7598.2004.01.003

    CAI Zhengyin, LI Xiangsong. Effects of material state on the small strain behavior of dry sand[J]. Rock and Soil Mechanics, 2004, 25(1): 10-14. (in Chinese) doi: 10.3969/j.issn.1000-7598.2004.01.003
    [13]
    MENQ F Y, STOKOE K H. Linear dynamic properties of sandy and gravelly soils from large-scale resonant tests[C]// Deformation Characteristics of Geomaterials. IS Lyon, 2003.
    [14]
    SHARIFIPOUR M, DANO C, HICHER P. Wave velocities in assemblies of glass beads using bender-extender elements[C]// 17th ASCE Engineering Mechanics Conference. Newark, 2004.
    [15]
    PATEL A, BARTAKE P P, SINGH D N. An empirical relationship for determining shear wave velocity in granular materials accounting for grain morphology[J]. Geotechnical Testing Journal, 2008, 32(1): 1-10.
    [16]
    ALSHIBLI, KHALID A, et al. Quantifying morphology of sands using 3D imaging. Journal of Materials in Civil Engineering[J]. Journal of Materials in Civil Engineering, 2015, 27(10): 04014275. doi: 10.1061/(ASCE)MT.1943-5533.0001246
    [17]
    ALTUHAFI F, O'SULLIVAN C, CAVARRETTA I. Analysis of an image-based method to quantify the size and shape of sand particles[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139(8): 1290-1307. doi: 10.1061/(ASCE)GT.1943-5606.0000855
    [18]
    GU X Q, YANG J, HUANG M S. Laboratory measurements of small strain properties of dry sands by bender element[J]. Soils and Foundations, 2013, 53(5): 735-745. doi: 10.1016/j.sandf.2013.08.011
    [19]
    GOUDARZY M, KÖNIG D, SCHANZ T. Interpretation of small and intermediate strain characteristics of Hostun sand for various stress states[J]. Soils and Foundations, 2018, 58(6): 1526-1537. doi: 10.1016/j.sandf.2018.09.002
    • Related Articles
  • Supplements (1)

  • Other Related Supplements

  • Cited by

    Periodical cited type(4)

    1. 刘红，陈怡馨，刘汉龙，孙增春，肖杨. 土体热力学性质试验研究进展. 中国科学:技术科学. 2024(01): 1-14 .
    2. 王彤，高北，蔡汉竹，吴则祥，莫品强，扈萍，庄培芝. 层状砂土地基中静压桩贯入过程挤土效应数值模拟. 济南大学学报(自然科学版). 2024(05): 609-618+633 .
    3. 朱俊高，陈鸽，王涛，夏勇，彭文明，罗启迅. 一种适用于细粒土的新型叠片式单剪仪研制与应用. 岩土工程学报. 2024(12): 2668-2674 . 本站查看
    4. 王学涛，王立忠，洪义，高智伟. 砂土各向异性临界状态模型及砂质海床板锚承载特性评价. 岩土工程学报. 2023(11): 2346-2356 . 本站查看

    Other cited types(0)

Catalog

    Get Citation
    PDF
    XML
    Article views (512) PDF downloads (110) Cited by(4)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return