摘要
通过室内试验比较不同水灰比、不同龄期下水泥土无侧限强度的变化规律 ,从而探究电阻率结构参数法反映水泥土宏观强度的可行性 ,揭示出水泥土试块强度的形成机理及其抗压破坏过程的微观结构变化规律。
The variational laws of unconfined compressive strength of cement soil are compared.We can search the feasibility that is the electrical resistivity indices how to reflect the unconfined compressive strength. And we can also open out the formative mechanism of unconfined compressive strength and the variational laws of microcosmic structure during the course of compressing.
出处
《山西建筑》
2004年第19期59-60,共2页
Shanxi Architecture
关键词
水泥土
水灰比
强度
电阻率结构特性参数
cement soil, water-cement percentage, strength, electrical resistivity indices
