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引江济汉工程膨胀土层状分布特征及微观机制分析

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南水北调中线引江济汉工程渠坡膨胀土在空间分布上呈现特有的“分层分带”特征,且不同层位土体膨胀潜势存在显著差异,造成渠道断面膨胀势的分级判定存在诸多不确定性.在渠道工程开挖之后,根据开挖断面渠坡膨胀土在垂向上不同的宏观地质特征,通过对膨胀土分级指标大量的室内测试及统计分析,以综合分类判定不同层位土体的膨胀等级.在此基础上,开展了一系列微观物化性质研究,以揭示研究区不同层位膨胀土的膨胀潜势差异的内在机理,并为本工程膨胀土进行综合分类提供科学依据和理论指导.
Analysis on stratified distribution characteristics and micro mechanism of expansive soil for construction of Project of Water Diversion from Yangtze River to Hanjiang River
The expansive soil in the slope of the channel for the Project of Water Diversion from Yangtze River to Hanjiang River for the Mid-Route of South-to-North Water Transfer Project spatially shows the characteristics of stratification and zonation,furthermore,siginificant differences are there among the expansive potentials in the soil masses at different layers,thus so many uncertainties are there for the classified judgment of the swelling potentials of the corss-sections of the channel After the excavation of the channel,the swelling classes of soil masses at different layers are judged with comprehensive classification through a large amount of indoor testings and statistical analyses made on the classification indexes of the expansive soil in accordance with different vertical macro geological characteristics of the expansive soils of the excavated cross-sections of the channel On the basis of this,a series of micro physical and chemical nature studies are carried out,so as to reveal the inherent mechanisms of the swelling potential differences of the expansive soils at different layers,and then provide a scientific basis and theoretical guidance for the comprehensive classification of the soil for this project.

expansive soilswelling mechanismdistribution characteristicsProject of Water Diversion from Yangtze River to Hanjiang River

董忠萍、黄定强、别大鹏、陈汉宝

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湖北省水利水电规划勘测设计院,湖北武汉430064

膨胀土 膨胀机理 分布特征 引江济汉工程

2016

水利水电技术(中英文)
水利部发展研究中心

水利水电技术(中英文)

CSTPCDCSCD北大核心
影响因子:0.456
ISSN:1000-0860
年,卷(期):2016.47(8)
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