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

Xu Zongheng; Xu Zemin; Meng Qinghui; Zhang Jiaming

doi:10.13204/j.gyjz201208017

Volume 42 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(8): 79-83

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

Citation:

PDF( 0 KB)

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

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．
- clay minerals,
- plasticity index,
- silt,
- Xigeda Formation

FullText(HTML)

References(27)

References

[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

[1]	YANG Ye, LI Zhenyu. Analysis on the Innovation Design of Sharing Housing from the Perspective of Sharing Indexes[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 92-98. doi: 10.13204/j.gyjzG23030118
[2]	CUI Honghuan, HU Shuqi, ZI Yadan. Influence of the Silt Content on Mechanical Properties of Unsaturated Soil Under High Suction[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 182-189,197. doi: 10.13204/j.gyjzG22080108
[3]	HU Xiaopeng, WU Xiao, PENG Gang. CALCULATION MODEL OF EARLY CARBONATION DEPTH OF MINERAL ADMIXTURE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 106-111. doi: 10.13204/j.gyjzG19112905
[7]	Zhou Hui. ANALYSIS OF MINERAL COMPOSITION IMPACT ON SOFT SOIL'S STRENGTH PROPERTIES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 61-64. doi: 10.13204/j.gyjz201307014
[8]	Zhou Hui. MICROSTRUCTURE EFFECTS OF ARTIFICIAL SOIL IN THE CONSOLIDATION PROCESS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 84-88. doi: 10.13204/j.gyjz201208018
[9]	Luo Ting, Guo Min. ASYMPTOTIC STATE MODELLING FOR K₀ CONSOLIDATED CLAY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 35-37,112. doi: 10.13204/j.gyjz201109007
[10]	Yan Peiyu, Chen Zhicheng. THE AUTOGENOUS SHRINKAGE OF CONCRETES PREPARED WITH THE BINDERS CONTAINING DIFFERENT KINDS OF MINERAL ADMIXTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 124-127. doi: 10.13204/j.gyjz201106026
[11]	Li Jianzhong, Ni Xi, Chen Can. EXPERIMENTAL RESEARCH ON THE AMOUNT OF CLAY CREEP[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 82-85. doi: 10.13204/j.gyjz201101020
[12]	Shi Lin, Zhu Dayong, Chen Longfei. EFFECTS OF PH VALUE ON LIQUID LIMIT AND PLASTIC LIMIT OF SOIL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 70-73. doi: 10.13204/j.gyjz201107016
[13]	Jie Yuxin, Liu Zheng, Li Guangxin, Xu Yanchun. ENGINEERING PROPERTIES OF DEEP CLAY IN HUANGHUAI AREA[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 63-66. doi: 10.13204/j.gyjz200603017
[14]	Li Jian-jun, Zhao Shu-de, Wang Tie-hang. RESEARCH ON THE PROPERTIES OF THE CEMENT-LOESS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 25-28,40. doi: 10.13204/j.gyjz200607005
[15]	Hu Yanjun, . THE TIME-DEPENDENT CHLORIDE PERMEABILITY OF BLENDED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 9-11,8. doi: 10.13204/j.gyjz200612003
[16]	Liu Jia-ping, Miao Chang-wen, Tian Qian, Sun Wei. STUDY ON THE EFFECT OF MINERAL ADMIXTURES ON AUTOGENOUS-SHRINAGE DEFORMATION OF CEMENT-BASED MATERIALS AND ITS MECHANISM[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 65-67,74. doi: 10.13204/j.gyjz200607017
[17]	Feng Xiaoxin, Feng Naiqian. STUDY ON THE MECHANISM OF MINERAL ADMIXTURES TO SUPPRESS ALKALI-SILICA REACTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 70-73. doi: 10.13204/j.gyjz200511021