首页 | 本学科首页   官方微博 | 高级检索  
     检索      

二灰改良土动力特性试验研究
引用本文:张向东,曹启坤,潘宇.二灰改良土动力特性试验研究[J].岩土力学,2010,31(8):2560-2564.
作者姓名:张向东  曹启坤  潘宇
作者单位:辽宁工程技术大学,土木建筑工程学院,辽宁,阜新,123000
摘    要:近10多年来,二灰改良土以其造价低、有利于环保、后期强度高等特点,已普遍用做路面的底基层和基层。通过对素土和不同比例的二灰土改良土进行动强度,动弹模试验,研究二灰含量对动力参数的影响,并列出了几种配比的试验结果供比较和参考。试验结果表明,二灰含量不宜大于40%,否则意义不大,且不经济。

关 键 词:二灰土  配比  动三轴  动弹模  阻尼比

Experiment research of lime-fly ash Soil’s dynamics characteristics
ZHANG Xiang-dong,CAO Qi-kun,PAN Yu.Experiment research of lime-fly ash Soil’s dynamics characteristics[J].Rock and Soil Mechanics,2010,31(8):2560-2564.
Authors:ZHANG Xiang-dong  CAO Qi-kun  PAN Yu
Institution:School of Architecture and Civil Engineering Liaoning Technology University, Fuxin, Liaoning 123000, China
Abstract:Nearly for more than ten years, lime-fly ash soil has generally made the road subbase and basic unit due to its low construction cost, advantageous to the environmental protection, the long-term higher strength characteristic. the dynamic triaxial tests for different mixing proportions of soil and lime-fly ash soils to study lime-fly ash soils content influence on the dynamic parameter; and several kinds of mixing proportions test results are given for comparison and reference. The test results indicate that the lime-fly ash soil contents of larger than 40%, is not suitable otherwise the significance is not big, and is uneconomical.
Keywords:lime-fly ash soil  mixing proportion  dynamic triaxial  dynamic elastic modulus  damping ratio
本文献已被 万方数据 等数据库收录!
点击此处可从《岩土力学》浏览原始摘要信息
点击此处可从《岩土力学》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号