期刊文献+

透明土中孔隙流体的实验研究 被引量:17

Experimental study on pore fluid for forming transparent soil
下载PDF
导出
摘要 在透明土配置中,为了选择与熔融石英砂相匹配的孔隙流体,通过实验研究CaBr2溶液、CaCl2·2(H2O)溶液和白矿物油混合物3种孔隙流体.研究孔隙流体折射率随温度和质量分数(或体积比)的变化规律,测定了3种孔隙流体的黏度和平均色散值等物理性质.实验结果表明,3种孔隙流体的折射率均随温度的升高而线性降低,无机盐溶液的折射率与质量分数呈线性关系,质量分数越高,折射率越大,白矿油混合后的折射率与混合体积比有关,可以用Arago-Biot方程描述.黏度以CaCl2·2(H2O)溶液为最大,CaBr2溶液最小.色散值以白矿物油为最小.总结了筛选孔隙流体的一般性原则,认为白矿物油的安全性最好. Three kinds of pore fluid, including the solution of CaBr2, CaCl· 2(H2 O) and white mineral oil mixture, were analyzed by experiments in order to choose the pore fluid for matching the fused quartz sand in transparent soil. The refractive index variations with temperature and mass fraction as well as viscosity and mean dispersion of the candidate fluid were tested. Results show that the relationship between refractive index and temperature or mass fraction is linear. When temperature rises the refractive index goes down, while it occurs reverse when mass fraction rises. The data fitting shows the refractive index of white mineral oil after the mixture fit the Arago-Biot equation. The viscosity of CaC12 · 2(H2O) solution is the highest, while the CaBr2 solution is the lowest. For the mean dispersion, the white mineral oil shows the smallest variation. Then the general principles for choosing the candidate fluid for the transparent soil were concluded. Results show that the white mineral is the safest.
出处 《浙江大学学报(工学版)》 EI CAS CSCD 北大核心 2014年第10期1828-1834,共7页 Journal of Zhejiang University:Engineering Science
基金 浙江省重点科技创新团队资助项目(2010R50037)
关键词 透明土 孔隙流体 折射率 transparent soil pore fluid refractive index
  • 相关文献

参考文献21

  • 1ANDREA L, WELKER J J a transparent material with B R. Applied research using hydraulic properties similar to soil [J]. Geotechnieal Testing Journal, 1999, 22(3) : 266 -270.
  • 2SADEK S, ISKANDER M G, LIU J Y. Geotechnical properties of transparent silica [J]. Canadian Geotechni- cal Journal, 2002, 39(1) : 111 - 124.
  • 3tSKANDER M G, LIU J Y, SADEK S. Transparent amorphous silica to model clay [J]. Journal of Geotech- nical and Geoenvironmental Engineering, 2002, 128 (3) : 262 -273.
  • 4TABE K. Aquabeads to model the geotechnieal behavior of natural soils [D]. New York: New York University, 2009.
  • 5SADEK S, ISKANDER M G, LIU J Y. Accuracy of digital image correlation for measuring deformations in transparent media [J]. Journal of Computing in Civil Engineering, 2003, 17(2): 88-96.
  • 6NI Q, HIRD C C, GUYMER I. Physical modelling of pile penetration in clay using transparent soil and. parti- cle image velocimetry [J]. Geotechnique, 2010, 60 (2) : 121 - 132.
  • 7LIU J Y, ISKANDER M G. Modeling capacity of trans- parent soil [J]. Canadian Geoteehnical Journal, 2010, 47(4) : 451 - 460.
  • 8ZHAO H. Development and assessment of transparent soil and particle image velocimetry in dynamic soil-struc- ture interaction [D]. Rolla: University of Missouri-Rol- la, 2007.
  • 9AHMED M, ISKANDER M. Analysis of tunneling-in-duced ground movements using transparent soil models [J]. Journal of Geotechnical and Geoenvironmental Engi- neering, 2011, 137(5): 525-535.
  • 10佘跃心.基于透明介质和颗粒图像技术的土体变形测量研究进展[J].勘察科学技术,2005(6):7-10. 被引量:15

二级参考文献57

  • 1芮嘉白,金观昌,徐秉业.一种新的数字散斑相关方法及其应用[J].力学学报,1994,26(5):599-607. 被引量:102
  • 2徐前卫,朱合华,廖少明.砂土地层盾构法施工的模型试验设计研究[J].地下空间与工程学报,2006,2(3):361-364. 被引量:11
  • 3朱合华,徐前卫,傅德明,廖少明,张冠军.地层适应性盾构模型试验设计方法初探[J].岩土力学,2006,27(9):1437-1441. 被引量:21
  • 4李昀,张子新,张冠军.泥水平衡盾构开挖面稳定模型试验研究[J].岩土工程学报,2007,29(7):1074-1079. 被引量:67
  • 5Mair R J , Taylor R N. Theme Lecture: Bored Tunnelling in the Urban Environment[C]//Proceedings of the 14th Inter- national Conference on Soil Mechanics and Foundation Engineering. Rotterdam: [s. n.], 1997:2353-2385.
  • 6Grant R J, Taylor R N. Tunnelling-induced Ground Movements in Chay[J]. Proceedings of the Institution of Civil Engi- neering : Geotechnical Engineering, 2000 (1) : 43-55.
  • 7Nakai T, Faias M M, Matsubara H, et al. Effects of Excavation Sequence on the 3D Settlement of Shallow Tunnels [C]//Proc International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground. Rotterdam:[s. n. ], 1999:403-408.
  • 8Kitsch Ansgar. Experimental Investigation of the Face Stability of Shallow Tunnels in Sand[J]. Acta Geotechnica, 2010(5) :43-62.
  • 9Roscoe K, Arthur J, James R. The determination of strains in soils by an X-ray method[J]. Civil Engineering and Public Works Review, 1963, 58:873-876.
  • 10Lorenz H, Heinz W. Change of density in sands due to loading[G].//Proc. 7th Int. Conf. Soil Mech. & Found. Engr.,1969,1: 267-273.

共引文献32

同被引文献129

引证文献17

二级引证文献78

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