摘要
对聚合物稳定剂水泥浆和膨润土稳定剂水泥浆进行了流变试验研究,按宾汉流变模型对其流变参数进行了理论计算;结果表明,聚合物稳定剂水泥浆动切应力较膨润土稳定剂水泥浆低,其可灌性和扩展半径要优于膨润土稳定剂水泥浆.
The polymer stabilizing agent cement paste and bentonite stabilizing agent cement paste were tested for rheological performance. A theoretical calculation was made for the rheological property parameters according to Binham rheological model. The results showed that the polymer stabilizing agent cement paste demonstrated much lower dynamic tangential stress than the bentonite one, but it had higher filling property and expending radius than the bentonite one.
出处
《水利水电技术》
CSCD
北大核心
2004年第10期78-81,共4页
Water Resources and Hydropower Engineering
关键词
稳定浆液
水泥浆
流变性
宾汉流体
stable grout
cement paste
rheological property
Binham fluid
