电渗法加固软土地基基本参数室内试验研究*
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1.河海大学水利水电学院,江苏南京210098;2. 中交水运规划设计院有限公司,北京100007

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国家高技术研究发展计划(2007AA11Z115);江苏省自然科学基金(BK2009344)


Lab experimental study on electro-osmotic parameters for soft soil consolidation
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1. College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China;2. CCCC Water Transportation Cousultants Co., Ltd., Beijing 100007, China

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    摘要:

    电渗法是一种处理软土地基的有效方法,其基本参数的确定在工程应用中至关重要。利用自制的电渗试验装置,对某一高含水量淤泥土进行了稳压电渗试验和稳流电渗试验,测量了电渗过程中电流、电压、出水速率的变化,总结了电渗透系数、电迁移系数、电导率和单位能耗出水速率等基本参数的变化规律。试验结果表明:随着电渗的进行,电渗透系数逐渐减小,而电迁移系数相对稳定。土体的电导率和单位能耗出水量也逐渐降低。因此,用电迁移系数来评价电渗效果可能更为合理。

    Abstract:

    Electro-osmosis is an effective way to treat soft soil ground, and the determination of its basic parameters is important in practical applications. With a new laboratory device, two electro-osmosis experiments are performed on high-moisture clay under the conditions of steady voltage and current respectively, to measure the evolution of current, voltage and water flow rate through the clay specimens. The electro-osmotic parameters of the permeability coefficient, the migration coefficient, the electrical conductivity and the unit energy consumption rate are studied. It is found that in the process of the electro-osmotic experiment, the electro-osmotic permeability coefficient, the electrical conductivity and the unit energy consumption rate decrease gradually, while the electroosmotic migration coefficient is relatively stable. Therefore, it might be more reasonable to assess the electroosmotic efficiency with the migration coefficient.

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庞宽,刘斯宏,吴澎,等.电渗法加固软土地基基本参数室内试验研究*[J].水运工程,2011(03):148-153.

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  • 在线发布日期: 2012-05-31
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