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新型土壤稳固剂处治稳定土的试验研究 被引量:3

Experimental Research on Compressive Strength of Stabilized Soil Treated by Liquid Soil Stabilizer
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摘要 为改善传统路面基层材料的不足,寻求一种技术经济合理,使用性能好的新型材料作路面基层,通过室内试验,测试了ISS,LE- 3001 ,LPC- 600 3 种液体土壤稳固剂稳定土的7 天浸水抗压强度,并做了石灰土对比试验.结果表明,掺加少量石灰,能使液体土壤稳固剂稳定土的强度得到显著提高,对减少石灰剂量,提高基层强度,减薄基层厚度有着明显的意义.为液体土壤稳固剂的推广应用提供了科学依据. This paper aims to seek a new economically feasible base course material that performs well.Based on the experiments in laboratory,7 days soaked compressive strength of soil treated by three kinds of liquid soil stabilizer (ISS,LE-3001,LPC-600)is tested.Comparison with the lime stabilized soil,the conclusion that these three kinds of liquid soil stabilizer,mixed with a little lime, can improve the compressive strength of soil is drawn.It can serve to reduce the dosage of lime,improve the strength of base and lessen the thickness of base-course.It also provides the scientific basis for the popularization and application of liquid soil stabilizer.
出处 《郑州工业大学学报》 1999年第4期78-81,共4页 Journal of Zhengzhou University of Technology
基金 河南省科技攻关项目
关键词 土壤稳固剂 抗压强度 室内试验 路面基层 稳定土 soil stabilizer lime stabilized soil compressive strength semi-rigid base-course
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参考文献1

  • 1方福森.路面工程[M].北京:人民交通出版社,1989..

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