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

二灰砂砾振动压实参数
引用本文:李炜光,申爱琴,张玉斌.二灰砂砾振动压实参数[J].长安大学学报(自然科学版),2007,27(4):10-13.
作者姓名:李炜光  申爱琴  张玉斌
作者单位:长安大学,特殊地区公路工程教育部重点实验室,陕西,西安,710064
基金项目:交通部公路工程建设标准、规范、定额等编制、修订项目
摘    要:通过振动压实试验,分析了振动频率、激振力、静面压力等参数对二灰砂砾压实效果的影响;在确定的最佳振动配置条件下,研究了振动时间、含水质量分数对振动压实效果的影响。通过对比测试静力压实与振动压实方法成型的二灰砂砾试件强度,发现振动法成型的二灰砂砾结合料质量分数不宜超过15%,否则会出现明显的流浆现象,并且早期强度衰减较大,最大干密度也随之降低;但是,二灰砂砾后期强度有明显提高,表明振动法能够用于成型二灰砂砾骨架密实结构。

关 键 词:道路工程  二灰砂砾  振动压实  振动频率  激振力  静面压力
文章编号:1671-8879(2007)04-0010-04
修稿时间:2006-09-13

Vibrating-compaction parameters of lime-fly-ash sand-gravel
LI Wei-guang,SHEN Ai-qin,ZHANG Yu-bin.Vibrating-compaction parameters of lime-fly-ash sand-gravel[J].JOurnal of Chang’an University:Natural Science Edition,2007,27(4):10-13.
Authors:LI Wei-guang  SHEN Ai-qin  ZHANG Yu-bin
Abstract:Through the vibrating-compaction test,the influence of vibrating frequency,vibrating force,and still pressure on the compaction results of lime-fly-ash sand-gravel was analyzed.Under the optimum vibrating condition,the effect of vibrating time and the water content in the lime-fly-ash sand-gravel on the compaction results was studied.The strengths of the test piece made by still-compaction and vibrating-compaction were measured.It was found that the mass content of lime-fly-ash in the vibrating compaction sand-gravel should not be over 15%;the initial strength of the vibrating-compaction sand-gravel decreases greatly with time;its max dry-density also decreases with time;but its later strength increases greatly.The results show that the vibrating compaction can be used to compact the lime-fly-ash sand-gravel.10 tabs,5 figs,8 refs.
Keywords:road engineering  lime-fly-ash sand-gravel  vibrating-compaction  vibrating frequency  vibrating force  still-pressure
本文献已被 CNKI 维普 万方数据 等数据库收录!
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