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 36 Issue 11
Turn off MathJax
Article Contents
Abstract
References
JIANG Ming-jing, DAI Yong-sheng, WANG Xin-xin. DEM analysis of cone penetration tests under low gravity conditions[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(11): 2045-2053. DOI: 10.11779/CJGE201411010
Citation: JIANG Ming-jing, DAI Yong-sheng, WANG Xin-xin. DEM analysis of cone penetration tests under low gravity conditions[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(11): 2045-2053. DOI: 10.11779/CJGE201411010
shu

DEM analysis of cone penetration tests under low gravity conditions

  • 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China;
    2. State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;
    3. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China

More Information
  • Received Date: March 11, 2014
  • Published Date: November 19, 2014
    Graphical Abstract
    • Abstract
  • The mechanism of cone penetration tests under low gravity (1/6g, 1/2g and 1g) fields is investigated by means of the distinct element method (DEM). The results show that (1) the cone tip resistance increases with the increase of gravity acceleration at the same relative penetration depth, while the normalized cone tip resistance presents the opposite trend; (2) the required depth, which the deformation pattern of the ground changes from swelling to compression, decreases with the increase of gravity acceleration; (3) the swelling deformation of characteristic points decreases with the increase of gravity acceleration at the same relative penetration depth, but the compression deformation and lateral displacement show the opposite trend; (4) the smaller gravity acceleration leads to the more apparent loading and unloading phenomena at the same relative position; (5) the larger gravity acceleration results in the larger failure zone at the same relative penetration depth.
    • FullText(HTML)
    • References (21)
  • [1]
    包承纲. 土力学的发展和土工离心模拟试验的现状[J]. 岩土力学, 1988, 9(4): 23-30. (BAO Cheng-gang. Development of soil mechanics and present situation of centrifuge modelling test[J]. Rock and Soil Mechanics, 1988, 9(4): 23-30. (in Chinese))
    [2]
    胡黎明, 劳敏慈, 张建红, 等. 离心模型试验技术在环境岩土工程中的应用现状与展望[J]. 土壤与环境, 2001, 10(4): 327-330. (HU Li-ming, LO Irene M C, ZHANG Jian-hong, et al. Application of centrifuge modeling technique in geo-environmental engineering[J]. Soil and Environmental Sciences, 2001, 10(4): 237-330. (in Chinese))
    [3]
    KOBAYASHI T, OCHIAI H, YASUFUKU N, et al. Prediction of soil collapse by lunar surface operations in reduced gravity environment[C]// Proceedings of the 15th International Conference of the ISTVS. Hayama, 2005.
    [4]
    BOLES W W, SCOTT W D, CONNOLLY J F. Excavation forces in reduced gravity environment[J]. Aerospace Engineering, 1997, 10(2): 99-103.
    [5]
    NAKASHIMA H, SHIOJI Y, TATEYAMA K, et al. Specific cutting resistance of lunar regolith simulant under low gravity conditions[J]. Journal of Space Engineering, 2008, 1(1): 58-68.
    [6]
    JI S Y, SHEN H H. Two-dimensional simulation of the angle of repose for a particle system with electrostatic charge under lunar and earth gravity[J]. Journal of Aerospace Engineering, 2009(10): 10-14.
    [7]
    蒋明镜, 王新新. 不同重力场下静力触探试验离散元数值分析[J]. 岩土力学, 2013, 34(3): 863-873. (JIANG Ming-jing, WANG Xin-xin. Numerical analysis of cone penetration tests under different gravity fields by distinct element method[J]. Rock and Soil Mechanics, 2013, 34(3): 863-873. (in Chinese))
    [8]
    JIANG M J, SHEN Z F, COLIN T. Microscopic contact model of lunar regolith for high efficiency discrete element analyses, Computers and Geotechnics, 2013, 54: 104-116.
    [9]
    蒋明镜, 奚邦禄, 申志福, 等. 月壤水平推剪试验的离散元数值分析[J]. 地下空间与工程学报.（已录用）. (JIANG Ming-jing, XI Bang-lu, SHEN Zhi-fu, et al. DEM analyses of horizontal pushing test in lunar ground[J]. Chinese Journal of Underground Space and Engineering, (accepted). (in Chinese))
    [10]
    蒋明镜, 戴永生, 申志福. 竖向荷载对月球车驱动性能影响的离散元分析[J]. 地下空间与工程学报(已录用). (JIANG Ming-jing, DAI Yong-sheng, SHEN Zhi-fu. Investigating the vertical load effects on trafficablity of lunar rover using DEM[J]. Chinese Journal of Underground Space and Engineering (accepted). (in Chinese))
    [11]
    JIANG M J, LIU F, SHEN Z F, et al. Distinct element simulation of lugged wheel performance under extraterrestrial environmental effects[J]. Acta Astronautica, 2014, 99C: 37-51.
    [12]
    欧阳自远. 月球科学概论[M]. 北京: 中国宇航出版社, 2005. (OUYANG Zhi-yuan. Introduction to lunar science[M]. Beijing: China Astronautic Publishing House, 2005. (in Chinese))
    [13]
    HEIKEN G H, VANIMAN D T, FRENCH B M. Lunar sourcebook: a user’s guide to the moon[M]. Cambridge: Cambridge University Press, 1991.
    [14]
    Itasca Consulting Group, Inc. PFC 2D (Particle flow code in 2 dimensions) Version 3.1[M]. Minneapolis: Itasca Consulting Group, Inc, 2000.
    [15]
    JIANG M J, KONARD J M, LEROUEIL S. An efficient technique for generating homogeneous specimens for DEM studies[J]. Computers and Geotechnics, 2003, 30(7): 579-597.
    [16]
    CUNDALL P A, STRACK O D L. A discrete numerical model for granular assemblies[J]. Géotechnique, 1979, 29(1): 47-65.
    [17]
    PHILLIPS R, VALSANGKAR A J. An experimental investigation of factors affecting penetration resistance in granular soils in centrifuge modeling[R]. Cambridge: Cambridge University, 1987.
    [18]
    JIANG M J, YU H S, HARRIS D. Discrete element modelling of deep penetration ingranular soils[J]. International Journal of Numerical and Analytical Methods in Geomechanics, 2006, 30(4): 335-361.
    [19]
    GUI M W, BOLTON M D, GARNIER J, et al. Guidelines for cone penetration tests in sand[C]// Centrifuge 98. Rotterdam, 1998: 155-160.
    [20]
    BOLTON M D, GUI M W, GARNIER J, et al. Centrifuge cone penetration tests in sand[J]. Géotechnique, 1999, 49(4): 543-552.
    [21]
    DAYAL U, ALLEN J H. The effect of penetration rate on the strength of remolded clay and sand samples[J]. Canadian Geotechnical Journal, 1975, 12(3): 336-348.
    • Related Articles
  • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (344) PDF downloads (427) Cited by()
    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