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南水北调中线工程河北段膨胀土固结试验研究
引用本文:顾宏,蔡叔武.南水北调中线工程河北段膨胀土固结试验研究[J].河北水利水电技术,2011(4):79-81.
作者姓名:顾宏  蔡叔武
作者单位:[1]河北工程大学水电学院,河北邯郸056038 [2]武汉路德科技有限责任公司,武汉430070
摘    要:针对南水北调中线一期工程总干渠膨胀土河北段工程特性,采用室内固结实验对膨胀土进行定性分析,分析得出膨胀土的压缩系数,单位沉降量及孔隙比和压力的关系等。提出了更为可靠、合理、安全的解决方案,为原型实验提供数据资料和参考依据。

关 键 词:膨胀土  固结试验  压缩系数  孔隙比

Research on the Consolidation Test with the Expansive Soil in Hebei Section in the Middle Route Project of South-to-North Water Diversion
GU Hong,CAI Shu-wu.Research on the Consolidation Test with the Expansive Soil in Hebei Section in the Middle Route Project of South-to-North Water Diversion[J].Hebei Water Resources and Hydropower Engineering,2011(4):79-81.
Authors:GU Hong  CAI Shu-wu
Affiliation:1.College of Water Conservancy and Hydroelectric Power,Hebei University of Engineering,Handan 056038,China; 2.Wuhan Road Technology CO.,LTD,Wuhan 430070,China)
Abstract:For the engineering properties of the expansive soil in Hebei section in the main channel of the Middle Route Project of the South-to-North Water Diversion,using consolidation experiment with expansive soils for qualitative analysis,and geting the compressibility of expansive soils,settlement units and the relationship between void ratio and pressure,etc.We proposed more reliable and reasonable solutions to safety,and provided experimental data and reference for the field test.
Keywords:expansive soil  consolidation experiment  compressibility  void ratio
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