稻壳混凝土弹性模量试验研究  

Experimental Study of Rice Shell Concrete's Elastic Modulus

作　　者：陈百尚 雷蕾[2] 

机构地区：[1]陕西省石头河水库灌溉管理局,陕西杨凌712100 [2]杨凌职业技术学院水利工程学院,陕西杨凌712100

出　　处：《水利与建筑工程学报》2013年第5期166-168,共3页Journal of Water Resources and Architectural Engineering

基　　金："十二五"科技支撑计划项目(2011BAD25B04;2012BAD08B01)

摘　　要：采用静力法测试研究了稻壳掺量、粉煤灰掺量两个内部因素对稻壳混凝土弹性模量的影响规律。结果表明,随着稻壳掺量,粉煤灰掺量的增加,稻壳混凝土弹性模量呈下降趋势,且稻壳掺量为最敏感因子。The static method is used here to test and study the influencing law of two factors, rice husk content and fly ash content, on the elastic modulus of rice husk concrete. The results show that the rice husk concrete＇ s elastic modulus is decreased with the increasing of the rice husk and fly ash content, and the rice husk content is the most sensitive factor.

关 键 词：稻壳混凝土 稻壳掺量 粉煤灰掺量 弹性模量 

分 类 号：TV431.9[水利工程—水工结构工程]