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 43 Issue S1
Turn off MathJax
Article Contents
Abstract
References
MA Xing-yu, WANG Lan-min, WANG Qian, WANG Ping, ZHONG Xiu-mei, PU Xiao-wu, LIU Fu-qiang. Experimental study on liquefaction fluidity of saturated loess[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S1): 161-165. DOI: 10.11779/CJGE2021S1029
Citation: MA Xing-yu, WANG Lan-min, WANG Qian, WANG Ping, ZHONG Xiu-mei, PU Xiao-wu, LIU Fu-qiang. Experimental study on liquefaction fluidity of saturated loess[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S1): 161-165. DOI: 10.11779/CJGE2021S1029
shu

Experimental study on liquefaction fluidity of saturated loess

  • 1.

    Key Laboratory of Loess Earthquake Engineering, China Earthquake Administration, Lanzhou 730000, China

  • 2.

    Lanzhou Institute of Seismology, China Earthquake Administration, Lanzhou 730000, China

  • 3.

    Department of Civil Engineering and Mechanics, Lanzhou University, Lanzhou 730000, China

More Information
  • Received Date: December 14, 2020
  • Available Online: December 05, 2022
    Graphical Abstract
    • Abstract
  • Based on the laboratory dynamic liquefaction tests, the triaxial shear tests are carried out on the liquefied samples, and the liquefaction fluidity of loess is studied by using the fluid mechanics method.The results show that the apparent viscosity of liquefied samples increases first and then decreases when subjected to triaxial shear, that is, the flow characteristics will change from "shear thickening" to "shear thinning" .This phenomenon may be related to the special structure of loess and the conservative liquefaction standard adopted in the tests.The special geological environment and the "shear thinning" property of loess in Shibeiyuan area lead to the occurrence of low-angle and long-distance liquefaction slip disasters.
    • FullText(HTML)
    • References (16)
  • [1]
    白铭学, 张苏民. 高烈度地震时黄土地层的液化移动[J]. 工程勘察, 1990, 18(6): 1-5. https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC199006000.htm

    BAI Ming-xue, ZHANG Su-min. Landslide induced by liquefaction of loessial soil during earthquakeofhighintensity[J]. Geotechnical Investigation and Surveying, 1990, 18(6): 1-5. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC199006000.htm
    [2]
    曹振中, 袁晓铭, 陈龙伟, 等. 汶川大地震液化宏观现象概述[J]. 岩土工程学报, 2010, 32(4): 645-650. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201004029.htm

    CAO Zhen-zhong, YUAN Xiao-ming, CHEN Long-wei, et al. Summary ofliquefactionmacrophenomenainWenchuan Earthquake[J]. ChineseJournalofGeotechnical Engineering, 2010, 32(4): 645-650. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201004029.htm
    [3]
    WATKINSON I M, HALL R. Impact of communal irrigation on the 2018 Palu earthquake-triggered landslides[J]. Nature Geoscience, 2019, 12(11): 940-945. doi: 10.1038/s41561-019-0448-x
    [4]
    陈育民, 高星, 刘汉龙. 砂土液化流动变形的简化方法[J]. 岩土力学, 2013, 34(6): 1567-1573. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201306009.htm

    CHEN Yumin, GAO Xing, LIU Han-long. Simplified method of flow deformation induced by liquefied sand[J]. Rock and Soil Mechanics, 2013, 34(6): 1567-1573. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201306009.htm
    [5]
    刘汉龙, 陈育民. 动扭剪试验中砂土液化后流动特性分析[J]. 岩土力学, 2009, 30(6): 1537-1541. doi: 10.3969/j.issn.1000-7598.2009.06.001

    LIU Hanlong, CHEN Yu-min. Analysis of flow characteristics of dynamic torsional tests on post liquefied sand[J]. Rock and Soil Mechanics, 2009, 30(6): 1537-1541. (in Chinese) doi: 10.3969/j.issn.1000-7598.2009.06.001
    [6]
    潘华, 陈国兴, 刘汉龙. 饱和南京细砂液化后大变形特性试验研究[J]. 岩石力学与工程学报, 2011, 30(7): 1475-1481. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201107024.htm

    PAN Hua, CHEN Guo-xing, LIU Han-long. Study of behaviour of large post-liquefaction deformation in saturated Nanjing fine sand[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(7): 1475-1481. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201107024.htm
    [7]
    邹佑学, 王睿, 张建民. 砂土液化大变形模型在FLAC3D中的开发与应用[J]. 岩土力学, 2018, 39(4): 1525-1534. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201804046.htm

    ZOU You-xue, WANG Rui, ZHANG Jian-min. Implementationofaplasticitymodelforlargepostliquefaction deformation of sand in FLAC3D[J]. Rock and Soil Mechanics, 2018, 39(4): 1525-1534. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201804046.htm
    [8]
    ISHIHARA K, OKUSA S, OYAGI N, et al. Liquefactioninduced flow slide in the collapsible loess deposit in soviet Tajik[J]. Soils and Foundations, 1990, 30(4): 73-89. doi: 10.3208/sandf1972.30.4_73
    [9]
    杨振茂, 赵成刚, 王兰民, 等. 饱和黄土的液化特性与稳态强度[J]. 岩石力学与工程学报, 2004, 23(22): 3853-3860. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200422025.htm

    YANG Zhen-mao, ZHAO Cheng-gang, WANG Lanmin, et al. Liquefaction behaviors and steady state strength of saturated loess[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(22): 3853-3860. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200422025.htm
    [10]
    王兰民. 黄土地层大规模地震液化滑移的机理与风险评估[J]. 岩土工程学报, 2020, 42(1): 1-19.

    WANG Lan-min. Mechanism and risk evaluation of sliding flow triggered by liquefaction of loess deposit during earthquakes[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(1): 1-19. (in Chinese)
    [11]
    土工试验方法标准GB/T 50123—2019.2019
    [12]
    王兰民, 刘红玫, 李兰, 等. 饱和黄土液化机理与特性的试验研究[J]. 岩土工程学报, 2000, 22(1): 89-94. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200001015.htm

    WANG Lan-min, LIU Hong-mei, LI Lan, etal. Laboratory studyonthemechanismandbeheviorsof saturatedloessliquefaction[J]. ChineseJournalof Geotechnical Engineering, 2000, 22(1): 89-94(in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200001015.htm
    [13]
    王谦, 王兰民, 袁中夏, 等. 汶川地震中甘肃清水田川黄土液化的试验研究[J]. 水文地质工程地质, 2012, 39(2): 116-120. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG201202026.htm

    WANG Qian, WANG Lan-min, YUAN Zhong-xia, et al. A study of loess liquefaction induced by the Wenchuan Ms8.0 earthquake in tianchuan, Qingshui County, Gansu Province[J]. Hydrogeology&Engineering Geology, 2012, 39(2): 116-120. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG201202026.htm
    [14]
    王兰民, 刘琨, 孙军杰, 等. 饱和原状黄土液化基本特征的振动台试验研究[J]. 地震工程学报, 2015, 37(4): 1023-1028. https://www.cnki.com.cn/Article/CJFDTOTAL-ZBDZ201504019.htm

    WANG Lan-min, LIU Kun, SUN Jun-jie, et al. Shaking-table tests on liquefaction characteristics of saturatedundisturbedloess[J]. ChinaEarthquake Engineering Journal, 2015, 37(4): 1023-1028. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZBDZ201504019.htm
    [15]
    王谦, 王峻, 王兰民, 等. 石碑塬饱和黄土地震液化机制探讨[J]. 岩石力学与工程学报, 2014, 33(S2): 4168-4173. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2014S2097.htm

    WANG Qian, WANG Jun, WANG Lanmin, et al. Discussion on mechanism of seismic liquefaction of saturation loess in Shibei tableland, Guyuan city[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(S2): 4168-4173. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2014S2097.htm
    [16]
    王家鼎, 白铭学, 肖树芳. 强震作用下低角度黄土斜坡滑移的复合机理研究[J]. 岩土工程学报, 2001, 23(4): 445-449. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200104014.htm

    WANG Jia-ding, BAI Ming-xue, XIAO Shufang. A study on compound mechanism of earthquakerelated sliding displacements on gently inclined loess slope[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(4): 445-449. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200104014.htm
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(2)

    1. 黄娟，胡钟伟，余俊，李东凯. 基于黏性流体力学的液化土中桩基桩顶阻抗研究. 岩土工程学报. 2023(05): 1063-1071 . 本站查看
    2. 柴少峰，王兰民，王平，郭海涛，夏晓雨，车高凤，王会娟. 石碑塬低角度黄土地层液化滑移特征与机理振动台试验研究. 岩土工程学报. 2023(12): 2565-2574 . 本站查看

    Other cited types(2)

Catalog

    Get Citation
    PDF
    XML
    Article views (237) PDF downloads (115) 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