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国内外比重计法颗粒分析试验相关性研究 被引量:5

Experimental Study of Correlation of Particle Size Distribution by Hydrometer Method at Home and Abroad
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摘要 为了解国内颗粒分析方法与国际上通用的方法之间的相关性,分别根据国际通用规范ASTM(D422)和我国的《土工试验方法标准》(GB/T50123-1999)对多种天然土样和纯粘土矿物开展颗粒分析试验,探讨两者之间的异同.试验结果表明:ASTM法获得的粒径分布曲线位于GB/T法上方,两者之间的差异主要发生在粒径为0.005~0.075mm间,并且差异随粒径的减小而增大,随土样的液限的增加而增加.此外,ASTM法与GB/T法对蒙脱土的影响较大,对高岭土的影响较小.最后,分别建立了采用ASTM法与GB/T法获得的粒径小于0.005mm颗粒含量和粒径小于0.002mm颗粒含量相互间转化的方法. In order to identify the difference between particle analysis results achieved by according the International rule ASTM(D422)and Standard for Soil Test Method in China(GB/T50123-1999),this paper analyzes multiple natural soil sample and pure clay mineral particle by above two standards respectively.According to the analysis,the particle distribution curve for ASTM lies above the one according GB/T.In the curve,when particle diameter is from 0.005 to 0.075 millimeter,the difference between two curves is more significant.And the difference keeps growing while diameter getting smaller and this trend also can occur with liquid limit increasing.In addition,the analysis for montmorillonite will be quite different when using these two standards but not for the kaolin sample.At last,the conversion method about particles content finer than 0.005 mm and 0.002 mm obtained by ASTM method and GB/T method are established respectively.
出处 《三峡大学学报(自然科学版)》 CAS 2015年第4期39-43,共5页 Journal of China Three Gorges University:Natural Sciences
基金 国家自然科学基金青年基金(51408524) 江苏省交通厅科技项目(2014T01-1) 江苏省"333高层次人才培养工程"科研项目
关键词 颗粒分析 比重计法 粘土粒 粘土矿物 液限 particle analysis hydrometer method clay particles pure clay mineral liquid limit
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  • 1Tavenas F, Leblond P, Jean P, et al. The Permeability of Natural Soft Clays. Part Ⅰ: Methods of Laboratory Measurement[J]. Canadian Geotechnical Journal, 1983, 20 (4): 629-644.
  • 2殷杰,邓永锋,徐飞.激光衍射粒度仪在连云港软土颗粒分析中的应用[J].河海大学学报(自然科学版),2008,36(3):379-383. 被引量:14
  • 3汪顺才,张春雷,黄英豪,刘青松,赵干,朱伟.堆场疏浚淤泥含水率分布规律调查研究[J].岩土力学,2010,31(9):2823-2828. 被引量:26
  • 4徐桂中.疏浚泥堆场颗粒分选及其对工程特性影响规律试验研究[D].南京:河海大学土木与交通学院,2013.
  • 5张庆河,王殿志,吴永胜,练继建,赵子丹.粘性泥沙絮凝现象研究述评(1):絮凝机理与絮团特性[J].海洋通报,2001,20(6):80-90. 被引量:43
  • 6金鹰,王义刚,李宇.长江口粘性细颗粒泥沙絮凝试验研究[J].河海大学学报(自然科学版),2002,30(3):61-63. 被引量:39
  • 7Work L T, Kohler A S. Sedimentation of Suspensions [J]. Industrial and Engineering Chemistry, 1940, 32: 1329-1332.
  • 8Fitch E B. In Biological Treatment of Sewage and Indus- trial wastes. Vol. 2 : Anaerobic Digestion and Solids-liq- uid Separation[J]. Edited by J. McCabe and W. W. York, NY, 1958, 159-170.
  • 9Imai. Settling Behavior of Clay Suspension[J]. Soil and Foundation, 1980, 20(2) : 61-77.
  • 10Xu G, Gao F, Hong Z, et al. Sedimentation Behavior of Four Dredged Slurries in Chian. Marine Georesources and Geotechnology, 2012,30(2) : 143-156.

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