中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊
JST China收录期刊
中国建筑科学领域高质量科技期刊分级目录

留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

黏土矿物及粉粒对昔格达组粉质黏土可塑性的影响

徐宗恒,  徐则民,  孟庆会,  张家明

downloadPDF
文章导航 > 工业建筑  > 2012 >  42(8): 79-83
徐宗恒, 徐则民, 孟庆会, 张家明. 黏土矿物及粉粒对昔格达组粉质黏土可塑性的影响[J]. 工业建筑, 2012, 42(8): 79-83. doi: 10.13204/j.gyjz201208017
引用本文: 徐宗恒, 徐则民, 孟庆会, 张家明. 黏土矿物及粉粒对昔格达组粉质黏土可塑性的影响[J]. 工业建筑, 2012, 42(8): 79-83. doi: 10.13204/j.gyjz201208017
shu
Xu Zongheng, Xu Zemin, Meng Qinghui, Zhang Jiaming. INFLUENCE OF CLAY MINERALS AND SILT ON PLASTICITY OF XIGEDA FORMATION SILTY CLAY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 79-83. doi: 10.13204/j.gyjz201208017
Citation: Xu Zongheng, Xu Zemin, Meng Qinghui, Zhang Jiaming. INFLUENCE OF CLAY MINERALS AND SILT ON PLASTICITY OF XIGEDA FORMATION SILTY CLAY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 79-83. doi: 10.13204/j.gyjz201208017
shu

黏土矿物及粉粒对昔格达组粉质黏土可塑性的影响

doi: 10.13204/j.gyjz201208017
  • 1.

    1 昆明理工大学建筑工程学院土木系 昆明 650500;

  • 2.

    2 云南省建筑工程设计院昆明 650041

基金项目: 

国家自然科学基金-云南联合基金重点项目(U1033601);交通部西部科技项目(200831876723)

详细信息
    作者简介:

    徐宗恒，男，1987年出生，博士研究生。E-mail:553790356@qq.com

INFLUENCE OF CLAY MINERALS AND SILT ON PLASTICITY OF XIGEDA FORMATION SILTY CLAY

  • 1.

    1. Department of Civil Engineering,Kunming University of Science and Technology,Kunming 650500,China;

  • 2.

    2. Yunnan Architecture Design Institute,Kunming 650041,China

    摘要
  • 摘要: 结合西昌钒钛钢铁新基地所揭露的昔格达组粉质黏土的矿物组成及颗粒级配,通过验证性试验及前人研究成果,对黏土矿物及土体的颗粒级配对昔格达组粉质黏土塑性指数的影响进行分析。结果表明:黏土矿物及高粉粒含量是影响昔格达组粉质黏土可塑性的主要因素,高粉粒含量对昔格达组粉质黏土可塑性的影响比粉质黏土中黏土矿物种类及含量对其可塑性的影响大。但粉粒含量对黏性土体的塑性指数的贡献值具有一定范围,一般介于6～10。
    Abstract: According to clay mineral composition and particle size distribution of Xigeda formation silty claystoneexposed in Vanadium and Titanium-Iron and Steel Base in Xichang, influence of soil particle size distribution andclay minerals on the plasticity index of Xigeda Sity Clay was discussed．Qualitative analysis by verification experimentand other' s researches also were done．The results showed that the clay minerals and high silt content in Xigeda SiltyClay influenced greatly on its plasticity index．The influence of silt content on plasticity of Xigeda was greater thanthat of clay minerals and clay content on plasticity index．The contribution to plasticity index value of silt content hada certain range, usually between 6 ～ 10．
    • HTML全文
    • 参考文献(27)
  • [2] 唐大雄.工程岩土学[M].2版.北京:地质出版社,1998:22-40.
    Braja M D.Advanced Soil Mechanics[M].3rd ed.New York:TaylorFrancis,2007:3-10.
    [3] Mitchell J K,Soga K.Fundamentals of Soil Behavior[M].3rded.New Jersey:John WileySons,2005:143-169.
    [4] Henry E C.Measurement of Workability of Ceramic Bodies forPlastic Molding Processes[J].Journal of the American CeramicSociety,1943,26(1):37-39.
    [5] Carman P C.Chemical Constitution and Properties of EngineeringMaterials[M].London:Edward ArnoldCo,1949:375-410.
    [6] Dumbleton M J,West G.Some Factors Affecting the RelationBetween the Clay Minerals in Soils and Their Plasticity[J].ClayMineral,1966(6):179.
    [7] Baran B,Erturk T,Sarikaya Y,et al.Workability Test Methodfor Metals Applied to Examine a Work Ability Measure(PlasticLimit)for Clays[J].Applied Clay Science,2001,20(1/2):53-63.
    [8] Schmitz R M,Schroeder C,Charlier R.Chemo-MechanicalInteractions in Clay:A Correlation Between Clay Mineralogy andAtterberg Limits[J].Applied Clay Science,2004,26(1/4):351-358.
    [9] Bergaya F,Theng B K G,Lagaly G.Handbook of Clay Science[M].Amsterdam:Elsevier,2006:141-246.
    [10] Jefferson I.Rogers C D F.Liquid Limit and the TemperatureSensitivity of Clays[J].Engineering Geology,1998,49(2):95-109.
    [11] Malkawi A I H,Alawneh A S,Abu-Safaqah O T.Effects ofOrganic Matter on the Physical and the Physicochemical Propertiesof an Illitic Soil[J].Applied Clay Science,1999,14(5/6):257-278.
    [12] Ribeiro M J,Ferreira J M,Labrincha J A.Plastic Behaviour ofDifferent Ceramic Pastes Processed by Extrusion[J].CeramicsInternational,2005,31(4):515-519.
    [13] Uz V,Ceylan A,Yilmaz B,et al.Plasticity and Drying Behaviorof Terra Cotta Bodies in the Presence of Cellulose[J].AppliedClay Science,2009,42(3/4):675-678.
    [14] Zentar R,Abriak N E,Dubois V.Effects of Salts and OrganicMatter on Atterberg Limits of Dredged Marine Sediments[J].Applied Clay Science,2009,42(3/4):391-397.
    [15] Hawkins A B,Lawrence M S,Privett K D.Clay Mineralogy andPlasticity of the Fullers Earth Formation Bath,UK[J].ClayMinerals,1986,21:293-310.
    [16] Sridharan A,Rao S M,Murthy N S.Liquid Limit of KaoliniticOils[J].Geotechnique,1988,38(2):191-198.
    [17] Holtz R D,Kovacs W D.An Introduction to GeotechnicalEngineering[M].New Jersey:Prentice-Hall,Englewood Cliffs,1981.
    [18] Dumbleton M J,West G.Some Factors Affecting the RelationBetween the Clay Minerals in Soils and Their Plasticity[J].ClayMinerals,1966(6):179-193.
    [19] Decleer J,Viaene W,Vandenberghe N.Relationships BetweenChemical,Physical and Mineralogical Characteristics of theRupelian Boom Clay,Belgium[J].Clay Minerals,1983,18(1):1-10.
    [20] Hajjaji W,Hachani M,Mouss B,et al.Mineralogy and Plasticityin Clay Sediments from Northeast Tunisia[J].Journal of AfricanEarth Sciences,2010,57:41-46.
    [21] 刘惠军.昔格达地层、工程特性与用作高速公路路堤填料工艺研究[D].成都:成都理工大学,2004.
    [22] 周云金,曾联明.红格提水工程二级泵站昔格达地层特性及坡体变形成因分析[J].水电站设计,2000,16(2):61-65.
    [23] 辜明清.大桥水库主要工程地质问题的分析与评价[J].四川水利发电,2003,22(2):2-8.
    [24] 彭盛恩.昔格达组黏土的工程地质特征研究[J].水文地质工程地质,1986(2):16-18.
    [25] 高大钊,熊兴邦.土的分类研究方法[J].岩土工程学报,1988,10(2):2-7.
    [26] 张平,王法武.关于粉土分类及性质的探讨[J].沈阳大学学报:自然科学版,2000,12(2):41-44.
    [27] 罗会,杨广庆,王锡朝.低液限粉土液塑限反常现象原因分析[J].石庄铁道学院学报:自然科学版,2009,22(1):63-65.
    • 相关文章
    • 施引文献
  • 资源附件(0)
  • 加载中
WeChat 点击查看大图
计量
  • 文章访问数:  67
  • HTML全文浏览量:  1
  • PDF下载量:  107
  • 被引次数: 0
出版历程
  • 收稿日期:  2012-02-15
  • 刊出日期:  2012-08-20

目录

    /

    返回文章
    返回

    期刊在线

    作者中心

    友情链接

    版权所有 ©《工业建筑》杂志社有限公司 京ICP备11033253号-1

    本系统由北京仁和汇智信息技术有限公司 设计开发   百度统计