Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
Volume 42 Issue 8
Dec.  2014
Turn off MathJax
Article Contents
Abstract
References
Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2012  >  42(8): 79-83
ZHAO Bida, GONG Dacheng, LI Ruifeng, YU Chenda, ZHANG Xuefeng, ZHOU Haijing. Experimental Research on Hysteretic Properties of Partially Encased Steel- Concrete Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 144-150,8. doi: 10.13204/j.gyjzG22051025
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

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

doi: 10.13204/j.gyjz201208017
  • 1.

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

  • 2.

    2. Yunnan Architecture Design Institute,Kunming 650041,China

  • Received Date: 2012-02-15
  • Publish Date: 2012-08-20
    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．
    • FullText(HTML)
    • References(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.
    • Relative Articles

  • Relative Articles

    [1]LIN Shuchao, FAN Guangli, KANG Jinjun, ZHOU Yijun. OPTIMIZATION DESIGN AND FEM VERIFICATION OF VARIABLE CURVATURE-FRICTION PENDULUM SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 128-135. doi: 10.13204/j.gyjz201906030005
    [2]CHANG Zhaoqun, LIU Boquan, HAN Meng, BAI Tao, XING Guohua, WANG Shuangbing. DESIGN AND NUMERICAL ANALYSIS OF AN INNOVATIVE SELF-CENTERING FRICTION DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 138-142,221. doi: 10.13204/j.gyjzG20080402
    [6]Peng Lingyun, Xue Tao, Kang Yingjie. PERFORMANCE EXPERIMENT AND FINITE ELEMENT ANALYSIS OF SHAFTLESS VISCOUS DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 61-64. doi: 10.13204/j.gyjz201505014
    [7]Xu Weibing, Yan Weiming, Chen Yanjiang, Li Yong, Huang Feihong. EXPERIMENT STUDY AND NUMERICAL SIMULATION ANALYSIS OF METAL ALLOY BRACE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 52-56. doi: 10.13204/j.gyjz201303011
    [8]Li Yongmei, Zhang Ruiguo, Li Feng, Li Xuesong. FINITE ELEMENT ANALYSIS OF BEIJING NEW PLANETARIUM[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 80-83. doi: 10.13204/j.gyjz200503027
    [9]Wang Wei, Chen Xiaobao. FINITE ELEMENT ANALYSIS OF CAST IN PLACE HOLLOW IRREGULAR FLOOR OF PRESTRESSED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 47-49,63. doi: 10.13204/j.gyjz200502013
    [10]Zong Lan, Sui Chengquan. THE DYNAMIC ANALYSIS OF FINITE ELEMENT OF FRICTION-DAMPED SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 17-20. doi: 10.13204/j.gyjz200506005
    [11]Liu Guanglei, Song Erxiang. FINITE ELEMENT ANALYSIS OF RIGID PILE COMPOSITE FOUNDATION UNDER HORIZONTAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 41-44,26. doi: 10.13204/j.gyjz200411011
    • Supplements(0)
    • Cited By

  • Cited by

    Periodical cited type(6)

    1. 刘宏欣，贾水钟，李杰，李亚明，张仪放，蔡艳清，潘法超. 部分包覆钢-混凝土组合梁柱节点抗震性能试验研究. 建筑结构. 2024(04): 18-23 .
    2. 贾水钟，刘宏欣，李亚明，孙求知，张朕磊，钱桦. 工艺孔对大截面部分包覆钢-混凝土组合梁受弯性能影响的试验研究. 建筑结构. 2024(04): 9-17 .
    3. 李康，李俊华，王维宸，周培松，盛雷军，刘铨，陈国灿. 装配式钢筋混凝土叠合次梁-PEC主梁节点受力性能. 建筑结构学报. 2024(S1): 14-24 .
    4. 陆天宇，杨克家，李杰，蒋路，楼汉忠. 波浪腹板PEC梁抗震延性性能试验研究. 地震工程与工程振动. 2024(05): 108-117 .
    5. 龚树红，陈刚，顾明明，胡夏闽. 部分包覆钢-混凝土组合梁在负弯矩作用下的刚度分析. 钢结构(中英文). 2023(06): 51-60 .
    6. 樊俊威，章雪峰，张豪，高伦浩，傅林峰，俞晨达. 部分包覆钢-混凝土组合蜂窝框架梁抗震设计研究. 建筑结构. 2023(S1): 1852-1855 .

    Other cited types(3)

  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-042024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-030510152025
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 8.4 %FULLTEXT: 8.4 %META: 90.6 %META: 90.6 %PDF: 1.0 %PDF: 1.0 %FULLTEXTMETAPDF
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 8.9 %其他: 8.9 %东莞: 4.7 %东莞: 4.7 %保定: 0.5 %保定: 0.5 %北京: 2.6 %北京: 2.6 %十堰: 2.1 %十堰: 2.1 %南京: 2.1 %南京: 2.1 %南宁: 0.5 %南宁: 0.5 %呼和浩特: 1.0 %呼和浩特: 1.0 %唐山: 0.5 %唐山: 0.5 %嘉兴: 2.1 %嘉兴: 2.1 %天津: 2.6 %天津: 2.6 %安曼: 1.6 %安曼: 1.6 %宣城: 1.0 %宣城: 1.0 %尼科西亚: 3.1 %尼科西亚: 3.1 %常州: 0.5 %常州: 0.5 %常德: 0.5 %常德: 0.5 %广州: 4.2 %广州: 4.2 %张家口: 2.1 %张家口: 2.1 %成都: 1.0 %成都: 1.0 %扬州: 3.1 %扬州: 3.1 %晋城: 0.5 %晋城: 0.5 %朝阳: 0.5 %朝阳: 0.5 %杭州: 2.1 %杭州: 2.1 %武汉: 1.0 %武汉: 1.0 %淮北: 0.5 %淮北: 0.5 %深圳: 0.5 %深圳: 0.5 %温州: 0.5 %温州: 0.5 %漯河: 7.3 %漯河: 7.3 %绍兴: 1.0 %绍兴: 1.0 %芒廷维尤: 8.4 %芒廷维尤: 8.4 %芝加哥: 1.6 %芝加哥: 1.6 %苏州: 5.8 %苏州: 5.8 %荆州: 0.5 %荆州: 0.5 %蚌埠: 1.0 %蚌埠: 1.0 %西宁: 6.8 %西宁: 6.8 %西安: 1.6 %西安: 1.6 %西雅图: 0.5 %西雅图: 0.5 %贵阳: 1.0 %贵阳: 1.0 %运城: 5.8 %运城: 5.8 %邯郸: 0.5 %邯郸: 0.5 %郑州: 1.6 %郑州: 1.6 %重庆: 2.6 %重庆: 2.6 %长沙: 1.0 %长沙: 1.0 %黄石: 2.1 %黄石: 2.1 %其他东莞保定北京十堰南京南宁呼和浩特唐山嘉兴天津安曼宣城尼科西亚常州常德广州张家口成都扬州晋城朝阳杭州武汉淮北深圳温州漯河绍兴芒廷维尤芝加哥苏州荆州蚌埠西宁西安西雅图贵阳运城邯郸郑州重庆长沙黄石

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (81) PDF downloads(107) Cited by(9)
    Proportional views
    Related

    Journal Online

    Authors' Center

    Links

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

    Supported by: Beijing Renhe Information Technology Co. Ltd     百度统计

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return