水泥流态固化土配合比试验研究

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中图分类号：TU432 文献标志码：A 文章编号：1005-8249（2025）06-0035-07

DOI：10.19860/j.cnki.issn1005-8249.2025.06.007

Abstract：Tomettherequirementsoffluidityand strength，thecement slurry stabilizedsoil mixratiowas preparedby mixing clayfrom Zhungeer，Inner Mongolia with sandand thentested.Claywas mixed withanappopriate amount of sandto make soil raw materials containing 75% and 50% clay，and then cement slurry was added by controlling the water- cement ratio to preparecement slurystabilizedsoil.Under theconditionofaconstant water-cementratio，therelationshipbetween the moisturecontent，fluidityanduniaxialcompressvestrengthofcementslurystabilizedsoil wasdetermined.Theresultsshow thattheuniaxialcompresive strengthof thesamemixratiomainlydependsonthemoisturecontentandsoil mass；Whenthe water-cementratioisthesame，theuniaxialcompresivestrength increases withthedecreaseoffluidity，andthefluidity increases withtheincreaseof moisturecontent.Theresearchresultsprovideatheoreticalbasisand practicalmixratioguidance for the preparation of cement slurry stabilized soil.

Key words：solidified soil； sand soil；mixing test；flow value； uniaxial compressive strength

0 前言

流态固化土作为一种绿色工程材料，在工程中具有广阔的应用前景，其定量评价是当前工程领域研究的难点与热点之一。（剩余6696字）