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孔隙液体对透明土渗透特性影响对比试验

孔纲强 孙学谨 刘汉龙 傅钧义 王成青

水利学报2017,Vol.48Issue(11):1303-1310,8.
水利学报2017,Vol.48Issue(11):1303-1310,8.DOI:10.13243/j.cnki.slxb.20170557

孔隙液体对透明土渗透特性影响对比试验

Contrast experiments on permeability of transparent soil influenced by pore fluids

孔纲强 1孙学谨 1刘汉龙 1傅钧义 2王成青1

作者信息

  • 1. 河海大学 岩土力学与堤坝工程教育部重点试验室,江苏南京210098
  • 2. 重庆大学 山地城镇建设与新技术教育部重点实验室,重庆400450
  • 折叠

摘要

Abstract

Transparent soil is widely used for visualization of physical model tests on internal soil deformation engineering problems.Based on the transparent soil materials manufactured by fused quartz and three typical pore fluids (mixed oil,calcium bromide solution,and sucrose solution),a group of constant head permeability tests were carried out.Considering the difference between pore fluid and penetrating liquid,the permeability coefficients influenced by different pore fluids,particle size distribution,and relative density were measured in detail.Water infiltrations through transparent soil manufactured by different pore fluids were also measured.The penetration test on China ISO standard sand was taken for comparative analysis.Then,electro-osmosis visualization model tests were carried out based on transparent soil samples manufactured by different pore fluids.The influence of pore fluid on electro-osmotic process and mechanism is preliminary discussed.It shows that the permeability of transparent soil are not only related to particle size distribution and relative density,but also related to the pore fluids.Permeability coefficient of transparent soil manufactured by mixed oil or calcium bromide solution is the closest to that of natural sand.

关键词

透明土/孔隙液体/渗透特性/电渗/模型试验

Key words

transparent soil/pore fluid/permeability/electro-osmosis/model test

分类

交通工程

引用本文复制引用

孔纲强,孙学谨,刘汉龙,傅钧义,王成青..孔隙液体对透明土渗透特性影响对比试验[J].水利学报,2017,48(11):1303-1310,8.

基金项目

国家自然科学基金项目(51478165) (51478165)

水利学报

OA北大核心CSCDCSTPCD

0559-9350

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