沈阳大学学报2012，Vol.24Issue(3)：82-86,5.
沈阳地区风积砂固化技术的研究
Solidified Technology for Aeolian Sand in Shenyang
张平 1丁毅 2吴昊1
作者信息
- 1. 沈阳大学,建筑工程学院
- 2. 沈阳大学,理学院,辽宁沈阳110044
- 折叠
摘要
Abstract
The solidified technology used for aeolian sand in Shenyang area is studied. According to the composition and characteristics of solidified agent and combining composition and nature of aeolian sand, solidified tests have been done according to difference composition and quality. The conclusions are as follows： Unconfined compressive strength of stabilized soil generally increased with adding dosage of solidified agent. However, negative growth will emerge when smaller dosages and larger ones were used. The using dosage will decrease with the growth of forming intervals and increase with prolonging curing time. When ZR solidified agent was used at Dazhao village in Xinming in proportion with 11% and SY solidified agent at Dadi Road in Liaozhong 11%, the solidifying effect was optimal. When the stabilized soil was layered on the surface of the village road and the length of test road was 5.6 kin, the test results are good.关键词
风积砂/土壤固化剂/无侧限抗压强度/剂量Key words
aeolian sand/soil solidified agent/unconfined compressive strength/dosage分类
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张平,丁毅,吴昊..沈阳地区风积砂固化技术的研究[J].沈阳大学学报,2012,24(3):82-86,5.
