摘要
对添加某国产固化剂水溶液处理过的土进行了土的击实试验、无侧限抗压强度试验,并和添加南非原液ISS的土进行了对比试验.通过室内试验结论来研究添加固化剂的土的强度和密实度是否提高.试验结果表明:添加固化剂后,土的塑性指数降低,最大干密度变大,无侧限抗压强度提高,比添加南非原液ISS的土有明显成效.
The tests on the soil compaction and unconfined compressive strength treated by adding aqueous solution of curing agent were carried out and a comparison with the soil added the ISS of South Africa was made.Through laboratory experiments,this paper studied whether the strength and density of the soil added curing agent increased or not.The results showed that after adding curing agent,the soil plasticity index decreased,the maximum dry density increased,the unconfined compressive strength improved,and it had more remarkable effects than the soil added the ISS of South Africa.
出处
《青岛理工大学学报》
CAS
2012年第4期20-23,共4页
Journal of Qingdao University of Technology
基金
国家自然科学基金资助项目(51078196)
关键词
固化剂
塑性指数
强度试验分析
curing agent; plasticity index; analysis of strength test