摘要
结合振动沉模防渗墙技术,通过分层模型的振动台试验,研究了混合砂浆防渗料的分层性随振动模型的变化情况,从微观结构角度揭示了混合砂浆防渗料的性能指标随振动时间的变化规律。
With the technology of vibratory sink mold wall, the layering characteristic of the preventing seepage material of the composite mortar is studied by the layering vibratory dais model test. Based on the microscopic results of tests,the variation regular to the capability of composite mortar is discovered.
出处
《盐城工学院学报(自然科学版)》
CAS
2009年第2期71-74,共4页
Journal of Yancheng Institute of Technology:Natural Science Edition
关键词
振动沉模
混合砂浆
分层性
微观结构
vibratory sink mold wall
composite mortar
layering
microstructure