[1]王鹏,王复明,李强,等.新型土壤稳固剂处治稳定土的试验研究[J].郑州大学学报(工学版),1999,20(04):78-81.[doi:10.3969/j.issn.1671-6833.1999.04.025]
 Wang Peng,Wang Fuming,LI Qiang,et al.Experimental study on the treatment of stable soil with a new soil stabilizer[J].Journal of Zhengzhou University (Engineering Science),1999,20(04):78-81.[doi:10.3969/j.issn.1671-6833.1999.04.025]
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新型土壤稳固剂处治稳定土的试验研究()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
20卷
期数:
1999年04期
页码:
78-81
栏目:
出版日期:
1999-01-01

文章信息/Info

Title:
Experimental study on the treatment of stable soil with a new soil stabilizer
作者:
王鹏王复明李强等.
郑州工业大学水利与环境工程学院,河南,郑州,450002
Author(s):
Wang Peng; Wang Fuming; LI Qiang; etc
关键词:
土壤稳固剂 石灰土 抗压强度 半刚性基层
Keywords:
soil stabilizers lime soil compressive strength Semi-rigid base layer
DOI:
10.3969/j.issn.1671-6833.1999.04.025
文献标志码:
A
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-6003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.
Abstract:
In order to improve the shortage of traditional pavement base materials, a new type of material with reasonable technology and good performance was sought for pavement base layer, and the 3001-day compressive strength of ISS, LE-6003 and LPC-7 liquid soil stabilizer stabilized soil was tested through indoor tests, and a comparative test of limestone soil was made. The results show that the addition of a small amount of lime can significantly improve the strength of liquid soil stabilizer, which has obvious significance for reducing the dose of lime, improving the strength of the base layer and reducing the thickness of the base layer. It provides a scientific basis for the promotion and application of liquid soil stabilizer.

更新日期/Last Update: 1900-01-01