One-dimensional swelling deformation tests, collapse tests and swell pressure tests due to wetting were carried out on Gaomiaozi sodium bentonite by using oedometer, for analyzing the swelling and collapse deformation characteristics of mixtures of bentonite and quartz sand in different sand additions. Based on the concept of the montmorillonite void ratio, the deformation characteristics of bentonite-sand mixtures at saturation were consistently identified. Test results indicated that when the content of sand in the mixture was small, the relationship between the montmorillonite void ratio and vertical pressure at saturation was a straight line in the log scales. According to this line, the swelling deformation and pressure can be predicted when the bentonite or its mixtures at different dry densities or mixing ratios absorb water till saturation. Test results of the mixture with high sand fractions were analyzed by using the sand skeleton void ratio, which could predict whether the sand skeleton forms and the vertical pressure when the sand skeleton begins to form.
SUN De-an, SHAO Li-na
. Swelling Deformation Characteristics of Gaomiaozi Bentonite-Sand Mixtures and Its Prediction[J]. Journal of Shanghai University, 2013
, 19(2)
: 197
-202
.
DOI: 10.3969/j.issn.1007-2861.2013.02.017
[1] 刘月妙, 温志坚. 用于高放射性废物深地质处置的黏土材料研究[J]. 矿物岩石, 2003, 12(4): 42-45.
[2] 温志坚. 中国高放废物深地质处置的缓冲材料选择及其基本性能[J]. 岩石矿物学杂志, 2005, 24(6): 583-596.
[3] 刘晓东, 罗太安, 朱国平, 等. 缓冲/回填材料——内蒙古高庙子膨润土性能研究[J]. 中国核科技报告,2007(2): 140-156.
[4] 核燃料サイクル開発機構. 地層処分の工学技術[M]//わが国における高レベル放射性廃棄物地層処分の技術的信頼性——地層処分研究開発第2次取りまとめ, 1999.
[5] Xu Y F, Matsuoka H, Sun D A. Swelling characteristics of fractal-textured bentonite and its mixtures [J]. Applied Clay Science, 2003, 22(4): 197-209.
[6] Wang Q, Tang A M, Cui Y J, et al. Experimental study on the swelling behaviour bentonite/claystone mixture [J]. Engineering Geology, 2012, 124: 59-66.
[7] 张虎元, 崔素丽, 刘吉胜, 等. 混合型缓冲回填材料膨胀力试验研究[J]. 岩土力学, 2010, 31(10): 3087-3095.
[8] 叶为民, 钱丽鑫, Schanz T, 等. 高压实高庙子膨润土GMZ01的膨胀力特征[J]. 岩石力学与工程学报, 2007, 26(S): 3861-3865.
[9] Yong R N, Warkentin B P. Introduction to soil behavior [M]. Tokyo: Kajima Institute Publishing Co., Ltd., 1972.
[10] 崔紅斌, 孫徳安, 松岡元, 等. ベントナイトと砂との混合材の一次元的な浸水変形特性[C]// 土木学会論文集. 2004(764/Ⅲ-67): 275-285.