摘要
通过制作水泥固化有机质淤泥和非有机质淤泥试样,在不同养护温度下的恒温水箱中养护至不同龄期后,开展无侧限抗压试验,研究了有机质和养护温度对水泥固化淤泥强度的影响,并对其内在影响机理进行了分析。
In this study,several sets of laboratory tests were conducted to acquire the unconfined compressive strengths of cement stabilized organic clay and clay at different curing temperature and curing age. Then,the effects of organic and curing temperature to the strength of cemented clay were investigated,and the internal influence mechanism analysis.
出处
《山西建筑》
2017年第20期88-90,共3页
Shanxi Architecture
关键词
水泥固化淤泥
有机质
养护温度
内在机理
cement stabilized clay
organic
curing temperature
inner mechanisms
