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 3
Turn off MathJax
Article Contents
Abstract
References
Related Articles
LI Gang, LIU Ying-jing, YIN Zhen-yu. Grading effect on critical state behavior of granular materials[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(3): 452-457. DOI: 10.11779/CJGE201403007
Citation: LI Gang, LIU Ying-jing, YIN Zhen-yu. Grading effect on critical state behavior of granular materials[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(3): 452-457. DOI: 10.11779/CJGE201403007
shu

Grading effect on critical state behavior of granular materials

  • 1. Research Institute of Civil and Mechanical Engineering, UMR CNRS, 6183, Ecole Centrale Nantes, Nantes 44300, France; 2. Department of Civil Engineering, School of Naval Architecture, Ocean & Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China; 3. CCCC Third Harbor Consultants Co., Ltd., Shanghai 200032, China

More Information
  • Received Date: March 11, 2013
  • Published Date: March 19, 2014
    Graphical Abstract
    • Abstract
  • By adopting the idealized granular materials (DEM sphere), artificial materials (glass bead) and natural materials (Hostun sand), the grading effect on the stress-strain and the critical state behavior of granular materials is investigated through numerical and conventional drained triaxial tests. The results reveal that for the samples with the same initial loading conditions (e0 = 0.574, p'0 = 400 kPa), granular materials with a wider particle distribution display more contractive behavior and also strain hardening upon shearing. Furthermore it is found that the critical state line in the e-p' plane shifts downward as grading broadens with an increase of the coefficient of uniformity Cu, whereas the critical state line in the q-p' plane appears to be independent of the coefficient of uniformity Cu.
    • FullText(HTML)
    • References (19)
  • [1]
    HU W, YIN Z Y, DANO C, et al. A constitutive model for granular materials considering grain breakage[J]. Science China Technological Sciences, 2011, 54(8): 2188-2196.
    [2]
    刘汉龙, 孙逸飞, 杨 贵, 等. 粗粒料颗粒破碎特性研究述评[J]. 河海大学学报(自然科学版), 2012, 40(4): 361-369. (LIU Han-long, SUN Yi-fei, YANG Gui, et al. A review of particle breakage characteristics of coarse aggregates[J]. Journal of Hohai University (Natural Sciences), 2012, 40(4): 361-369. (in Chinese))
    [3]
    孙海忠, 黄茂松. 考虑颗粒破碎的粗粒土临界状态弹塑性本构模型[J]. 岩土工程学报, 2010, 32(8): 1284-1290. (SUN Hai-zhong, HUANG Mao-song. Critical state elasto-plastic model for coarse granular aggregates incorporating particle breakage[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(8): 1284-1290. (in Chinese))
    [4]
    FOURIE A B, PAPAGEORGIOU G. Defining an appropriate steady state line for Merrriespruit gold tailings[J]. Canadian Geotechnical Journal, 2001, 38(4): 695-706.
    [5]
    HU W. Contribution a l’etude de l’effet d’echelle dans les materiaux granulaires[D]. Nantes: Ecole Centrale de Nantes, 2009. (HU W. Contribution to the scale effect of granular materials[D]. Nantes: Central University of Nantes, 2009. (in French))
    [6]
    COOP M. The mechanics of uncemented carbonate sands[J]. Géotechnique, 1990, 40(4): 607-626.
    [7]
    VERDUGO R, HOZ K. Strength and stiffness of coarse granular soils[C]// Proceeding of Geotechnical Symposium Soil Stress-Strain Behavior: Measurement, Modeling and Analysis. Rome, 2007: 243-252.
    [8]
    BIAREZ J, HICHER P Y. Influence de la granulométrie et de son évolution par ruptures de grains sur le comportement mécanique de matériaux granulaires[J]. Revue Francaise de Genie Civil, 1997, 1(4): 607-631. (Influence of grains breakage on the mechanical behaviors of granular materials [J]. Journal of French Civil Engineering, 1997, 1(4): 607-631. (in French))
    [9]
    DAOUADJI A, HICHER P Y, RAHMA A. An elastoplastic model for granular materials taking into account grain breakage[J]. European Journal of Mechanics-A/Solids, 2001, 20(1): 113-137.
    [10]
    尹振宇, 许 强, 胡 伟. 考虑颗粒破碎效应的粒状材料本构研究: 进展及发展[J]. 岩土工程学报, 2012, 34(12): 2170-2180. (YIN Zhen-yu, XU Qiang, HU Wei. Constitutive relations for granular materials considering particle crushing: review and development[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(12): 2170-2180. (in Chinese))
    [11]
    WOOD D M, MAEDA K. Changing grading of soil: effect on critical states[J]. Acta Geotechnica, 2007, 3(1): 3-14.
    [12]
    YAN W, DONG J. Effect of particle grading on the response of an idealized granular assemblage[J]. International Journal of Geomechanics, 2011, 11(4): 276-285.
    [13]
    BELKHATIR M, ARAB A, SCHANZ T, et al. Laboratory study on the liquefaction resistance of sand-silt mixtures: effect of grading characteristics[J]. Granular Matter, 2011, 13(5): 599-609.
    [14]
    YUDHBIR, ABEDINZADEH R. Quantification of particle shape and angularity using the image analyzer[J]. Geotechnical Testing Journal, 1991, 14(3): 296-308.
    [15]
    CHO G, DODDS J, SANTAMARINA J. Particle shape effects on packing density, stiffness, and strength: natural and crushed sands[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132(5): 591-602.
    [16]
    MAEDA K, FUKUMA M, NUKUDANI E. Macro and micro critical states of granular materials with different grain shapes[C]// Proceeding of the 6th International Conference on Micromechanics of Granular Media. Golden, 2009: 829-832.
    [17]
    CAVARRETTA I. The influence of particle characteristics on the engineering behaviour of granular materials[D]. London: Imperial College, 2009.
    [18]
    ISHIHARA K. Liquefaction and flow failure during earthquakes[J]. Géotechnique, 1993, 43(3): 351-415.
    [19]
    LI X S, WANG Y. Linear representation of steady-state line for sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124(12): 1215-1217.
    • Related Articles

  • Related Articles

    [1]MEI Song-hua, SHENG Qian, CUI Zhen, MEI Xian-cheng. Experimental study on energy absorption property of viscoelasticity damping layer[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(6): 997-1005. DOI: 10.11779/CJGE202206003
    [2]ZHANG Hui-mei, CHEN Shi-guan, WANG Lei, CHENG Shu-fan, YANG Geng-she, SHEN Yan-jun. Energy dissipation and fractal characteristics of weakly cemented red sandstone under disturbance impact[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(4): 622-631. DOI: 10.11779/CJGE202204004
    [3]WANG Ai-wen, PAN Yi-shan, ZHAO Bao-you, SHENG Ji-quan. Static and dynamic mechanical properties of energy absorption bolts (cable) and field tests[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(7): 1292-1301. DOI: 10.11779/CJGE201707016
    [4]WU Ya-jun, LU Yi-tian, LUO Jia-cheng, QIANG Xiao-bing, DUAN Jun-jie, WANG Dong. Anti-clogging function of vacuum preloading with flocculants in solid-liquid separation of construction waste slurry[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(3): 525-533. DOI: 10.11779/CJGE201703017
    [5]WANG Zheng-yi, DOU Lin-ming, WANG Gui-feng. Failure mechanism of anchored bolt supporting structure of circular roadway under dynamic load[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(10): 1901-1909. DOI: 10.11779/CJGE201510019
    [6]LÜ Xiang-feng, PAN Yi-shan. Simulation and numerical analysis of impact failure law of coal roadway under rigid-flexible energy absorbing support[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(3): 477-482.
    [7]L? Xiang-feng, PAN Yi-shan, LI Zhong-hua, DAI Shu-hong. Law of roadway deformation of energy absorbing support under explosive loading[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(8): 1222-1226.
    [8]CUI Xihai, GAO Yanfa, FAN Qingzhong, NIU Xueliang. Optimum calculating method for constant resistant supporting of roadway surrounding rock[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(5): 674-678.
    [9]LIU Jianxin, TANG Chunan, ZHU Wancheng, YANG Tianhong. Rock - coal model for studying the rockburst[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(2): 276-280.
    [10]WANG Sigen, LIU Songyu, FANG Lei. Problems of energy of tamping impaction[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(3): 290-293.
    • Supplements (0)

  • Cited by

    Periodical cited type(7)

    1. 朱文羲，邓华锋，李建林，熊雨，程雷，黄小芸，陈勇琪. 沸石增强砂土微生物固化效果研究. 辽宁工程技术大学学报(自然科学版). 2024(03): 304-309 .
    2. 杨宇，徐国元. 水化蒙脱石拉伸力学特性的分子动力学模拟研究. 土木与环境工程学报(中英文). 2024(06): 156-166 .
    3. 杨丽红，程强. 基于分子动力学的密封副润湿特性对泄漏量影响研究. 润滑与密封. 2022(07): 33-39 .
    4. 杨宇，徐国元. 混合层黏土内层水化和溶胀机制的分子动力学模拟. 矿业研究与开发. 2022(12): 92-99 .
    5. 项林语，李长冬，李浩林，孟杰，黄德崴. 基于分子动力学模拟的钙基蒙脱石表面润湿性研究. 科学技术与工程. 2022(36): 15952-15958 .
    6. 马艳芳，XIANG Shaoji，CUI Zhenhua，李侃社，ZHANG Zhihong. Molecular Dynamic Regulation of Na and Mg Ions on Lithium Carbonate Crystallisation in Salt Lakes. Journal of Wuhan University of Technology(Materials Science). 2021(01): 22-28 .
    7. 杨微，任孟健，陈仁朋，刘雪莹，康馨. 复杂环境条件下改性膨润土的抗盐性能. 浙江大学学报(工学版). 2021(10): 1885-1893 .

    Other cited types(10)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(17)
    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