期刊文献+

人工合成透明砂含水率研究

Research of Water Content of Transparent Synthetic Sand
下载PDF
导出
摘要 人工合成透明砂主要是由熔融石英砂和质量分数为50%-70%的溴化钙溶液混合配制而成。常规的烘干法不能准确反映透明砂中的溴化钙溶液与熔融石英砂颗粒之间的质量关系。本文通过试验和计算对比了不同粒径人工合成透明砂的含水率、等效含水率和含溶液率;分析了不同粒径人工合成透明砂以上参数之间的差异并探究了其原因。结果表明:人工合成透明砂的含水率约为10%,含溶液率约为35%;透明砂等效含水率修正效果很明显但仍小于石英砂的含水率;人工合成透明砂三个参数之间的大小关系为:实测含水率<等效含水率<含溶液率。 In order to study transparent fused silica and calcium bromide(CaBr2)solution in sand quality relationships between sand particles,the equivalent moisture content and solution ratio was measured and calculated by comparing the synthetic transparent with different size and moisture content of the sand.And the synthetic transparency over sand with different size differences between parameters and explores the reasons were also analyzed.Results show that the water content of transparent sand is about 10wt.%,the equal water content is closely to silica sand but it is also a little lower;the solution content is about 35wt.%.Three parameters is as following relationship of real water contentequal water contentsolution content.
出处 《安徽建筑工业学院学报(自然科学版)》 2014年第3期52-55,共4页 Journal of Anhui Institute of Architecture(Natural Science)
基金 马鞍山市城乡建设委员会岩土工程勘察规程研究
关键词 透明砂 含水率 溴化钙溶液 transparent sand water content calcium bromide solution
  • 相关文献

参考文献8

  • 1隋旺华,高岳,LIU Jin-yuan.透明土实验技术现状与展望[J].煤炭学报,2011,36(4):577-582. 被引量:37
  • 2王秀华,宰金珉,蒋刚,陈亚东.用于透视土体内部变形的透明材料的研究[J].常州工学院学报,2008,21(B10):270-273. 被引量:8
  • 3Iskander M. A transparent material to model the geotechnical properties of soil [A]. Proceeding of IC- SMFE [C]. Hambug, germany, 1997: 315--319.
  • 4Iskander M. Transparent soil to image 3D flow deformation[A]. Proc. 2nd Int. Conf. On Imaging Technologies and Application in Civil Engineering [C]. New York: ASCE, 1998: 255--264.
  • 5Fawzy M. Ezzein and Richard J. Bathurst. A trans- parent sand for geotechnieal laboratory modeling. [J] Geotechnical Testing Journal, 34(6) :1--12.
  • 6Sadeksc, Liu J Iskander M, Liu J. Geotechnical prop- erties of transparent silica[J] Canadian Geotechnical Journal, 2002, 39(1): 111--124.
  • 7孔钢强,刘璐,刘汉龙,等.玻璃砂透明土变形特性三轴试验研究[J].岩土工程学报,2012,34(9):1-8.
  • 8SL237-1999土工试验规程[S].北京:中国水利水电出版社,1999:35–38.

二级参考文献42

共引文献104

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部