摘要
研究了将电石渣与粉煤灰2种工业固废作为稳定材料替代石灰改良土使用,通过无侧限抗压强度试验确定出最佳电粉比,并对掺量为2%、4%、6%、8%、10%和12%的电石渣粉煤灰改良土的力学性能进行了室内试验,与4%水泥改良土进行了对比研究。研究结果表明:电石渣粉煤灰的最佳掺配比例为20∶80,推荐电石渣粉煤灰改良土的最佳配合比为8∶32∶60。该研究结果对类似工程有借鉴意义。
The application of two industrial solid wastes of carbide slag and fly ash,which is stable materials replacing lime improved soil are studied.The best electric powder ratio is determined by unconfined compressive strength test.The mechanical properties of carbide slag fly ash improved soil,whose dosage of carbide slag was 2%,4%,6%,8%,10% and 12%,are experimental researched indoor.And compared with improved soil with 4% cement.The results show that the optimum ratio of fly ash calcium carbide slag is 20 ∶80.The optimum ratio of calcium carbide slag fly ash of 8∶32∶60 is recommended.The research provides reference for similar engineerings.
作者
朱凯建
蔡燕霞
边建民
Zhu Kaijian;Cai Yanxia;Bian Jianmin(Hebei University of Engineeringt Handan 056000,China;Research Institute of Highway Ministry of Transportt Beijing 100000,China;Beijing Zhonglu Gaoke Highway Technology Co.Ltd.,Beijing 1OOO88,China;Research and Development Center of Transport Industry of New Materials Technologies Application for Highway Construction and Maintenance,Beijing 100000,China;Highway Engineering Management Office,Handan Transportation Bureaut Handan 056000,China)
出处
《市政技术》
2022年第3期32-37,47,共7页
Journal of Municipal Technology
关键词
道路工程
工业固废
路床处治
电石渣
粉煤灰
road engineering
industrial solid waste
roadbed treatment
carbide slag
fly ash
