基于水灰比准则的水泥土无侧限抗压强度预测

On forecasting of unconfined compressive strength of cement soil based on water cement ratio criterion

现行规范对于水泥加固土无侧限抗压强度预测方法不明确,通过引用D.Abrams提出的混凝土水灰比理论,修正了水泥固化高含水率疏浚泥无侧限抗压强度预测方法,为减少室内试验量和缩短工期提供了依据。

According to the fact that the current regulation has unclear interpretation for the forecasting of unconfined compressive strength of cement stabilized soil,the paper points out the concrete water cement ratio theory by adopting D.Abrams,modifies the forecasting method of unconfined compressive strength of dredged spoils with cement solidification high water content,so as to provide some reference for reducing the indoor experiments and shorten construction period.