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黄河冲积粉土的渗透特性研究

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黄河冲积粉土分布范围广,工程性质差,作为填料时容易出现渗透破坏现象.为研究粉土的渗透特性,以郑州地区黄河冲积粉土为研究对象,在分析黄河冲积粉土基本物理性质和颗粒级配的基础上,实验研究不同压实度粉土的渗透系数,并验证了常用渗透系数经验公式对黄河冲积粉土渗透系数预测的适用性.研究结果表明:郑州地区黄河冲积粉土颗粒以粉粒组为主,其渗透系数随压实度的增大而减小,大致与压实度呈负指数关系;此外,修正kozeny-carman公式更适于预测压实黄河冲积粉土的渗透系数.
Study on the Permeability Characteristics of Alluvial Silt in the Yellow River
The alluvial silt of the Yellow River is widely distributed and has poor engineering properties.In order to study the permeability characteristics of the Yellow River alluvial silt in Zhengzhou area,based on the analysis of the basic physical properties and particle composition of the Yellow River alluvial silt,the permeability coefficients of the silt with different compacted degrees were experimentally studied,and the ap-plicability of the commonly used empirical formula for predicting the permeability coefficients of the Yellow River alluvial silt was verified.The results show that the silt particles of the Yellow River alluvial soil in Zhengzhou area are mainly composed of silt particles,and the permeability coefficient decreases with the in-crease of compaction degree,and has a negative exponential relationship with the compaction degree.In addi-tion,the modified kozeny-carman formula is more suitable for predicting the permeability coefficient of the compacted Yellow River alluvial silt.

Yellow River alluvial siltpermeability coefficientscompactnessfalling head permeability testmodified kozeny-carman formula

南钰、蔡瀚琛、郑罡、海岳、时刚

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国网河南省电力公司开封供电公司,河南开封

郑州大学土木工程学院,河南郑州

黄河冲积粉土 渗透系数 压实度 变水头渗透试验 修正kozeny-carman公式

国网河南省电力公司科技项目河南省科技攻关项目

521790220002222102320118

2024

科学技术创新
黑龙江省科普事业中心

科学技术创新

影响因子:0.842
ISSN:1673-1328
年,卷(期):2024.(2)
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