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引江济淮第四系膨胀土工程地质特征研究

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针对引江济淮输水线路沿线分布第四系膨胀土工程地质特征问题,采用地质测绘、野外钻孔、原位测试以及室内土工试验等多种勘察方法,并对试验段研究成果进行分析。结果表明,引江济淮菜子湖线路、小合分线路、江淮沟通线路的第四系膨胀土多分布在二级或二级以上阶地、岗地及丘陵地带,膨胀潜势多以弱、中膨胀土为主,其特性主要表现为胀缩性、超固结性和裂隙性。基于第四系膨胀土工程地质特征,对分布膨胀土渠道进行膨胀性等级与分段划分,提出膨胀土渠道边坡抗剪强度取值方法与不同等级膨胀土渠道边坡处置措施。
On Engineering Geological Characteristics of Quaternary Expansive Soil in Yangtze-to-Huaihe Water Diversion Project
In order to study the engineering geological characteristics of quaternary expansive soil distributed along the Yangtze-to-Huaihe water transmission line,various investigation methods such as geological surveying and mapping,field drilling,in-situ testing and indoor soil test were adopted,and the research results of the test sec-tion are analyzed and summarized.The study shows that the quaternary expansive soil of the Caizi Lake Line,Xi-aohe Branch Line and Yangtze-to-Huaihe Communication Line in Yangtze-to-Huaihe water diversion project is mostly distributed in the second-grade or above terrace,hilly land and hilly area,and the expansion potential is mainly weak and medium expansive soil,with main characteristics as expansion and contraction,overconsolida-tion,fracture and so on.Based on the engineering geological characteristics of quaternary expansive soil,the ex-pansion grade and subdivision of the distributed expansive soil channels are divided,and the evaluating method of the shear strength of expansive soil channel slope as well as the treatment measures of different grades of expan-sive soil channel slope are put forward.

the Yangtze-to-Huaihe water diversion projectexpansive soil channelengineering geological characteristics

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安徽省(水利部淮河水利委员会)水利科学研究院,安徽合肥 230088

安徽省大禹水利工程科技有限公司,安徽合肥 230088

引江济淮工程 膨胀土渠道 工程地质特征

2024

浙江水利水电学院学报
浙江水利水电专科学校

浙江水利水电学院学报

影响因子:0.403
ISSN:2095-7092
年,卷(期):2024.36(3)
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