Influence of water on diffusion and porosity parameters of soil-cement materials

被引:9
作者
Goreham, Vincent C. [1 ]
Lake, Craig B. [1 ]
机构
[1] Dalhousie Univ, Dept Civil & Resource Engn, Halifax, NS B3J 1Z1, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
diffusion; soil-cement; solidification; stabilization; laboratory; porosity; TRANSPORT; BEHAVIOR; CHLORIDE; METALS; STEEL;
D O I
10.1139/cgj-2012-0224
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In this paper a conservative tracer (tritiated water) is used to assess the diffusive properties of 14 different laboratory-prepared soil-cement mixtures. A single-reservoir diffusion test setup to determine the effective porosity (n(e)) and the effective diffusion coefficient (D-e) through saturated, monolithic, soil-cement materials is used to assess the importance of mixture design on n(e) and D-e. Values of D-e and n(e) were found to range from 2.5 x 10(-10) to 7.0 x 10(-10)m(2)/s and from 0.21 to 0.41, respectively. Results indicate that the water content of the initial mixture has a substantial effect on the diffusive properties of the soil-cement material. The results suggest, from a contaminant transport perspective, that designers should generally aim to minimize the water content of cement-based solidification-stabilization materials.
引用
收藏
页码:351 / 358
页数:8
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