摘要
分析了水泥掺量、水胶比和膨润土与黏土掺量对塑性混凝土无侧限抗压强度的影响,试验结果表明,塑性混凝土无侧限抗压强度随水泥掺量的增加而增大;随着水胶比的增加,强度有明显减小;随着膨润土与黏土的掺入比例增加,塑性混凝土的抗压强度有一定降低。
Analysis of cement content, water-cement ratio, bentonite and clay content effect on plastic concrete unconfined compressive strength. Test result indicates that plastic concrete unconfined compressive strength increase with the increase of cement content, it decreases with the increase of water-cement ratio, decreases with the increase of bentonite and clay ratio.
出处
《山西建筑》
2010年第29期150-151,共2页
Shanxi Architecture
关键词
塑性混凝土
水泥掺量
水胶比
膨润土
黏土
无侧限抗压强度
plastic concrete, cement content, water-cement ratio, bentonite, clay, unconfined compressive strength
