ISSN 1000-3665 CN 11-2202/P

    衡水湖地区湿地湖泊相黏土工程地质特性研究

    Investigation of engineering geological characteristics of the marshy and lacustrine clays in the Hengshui Lake area

    • 摘要: 为了揭示湿地湖泊相黏土的工程地质特性,以衡水湖地区的湿地湖泊相黏土为研究对象,分别对湿地湖泊相黏土的沉积环境、沉积历史、分布特征及地层结构进行讨论,并将由室内和现场试验得到的物理力学指标、颗粒分布、矿物组成和微观结构特征等结果同其他地区的软土进行对比分析。结果表明:湿地湖泊相黏土的物理指标接近或达到软土标准,但力学指标好于软土。由于湿地湖泊相黏土具有明显的结构性,当应力水平超过土的结构屈服应力后,土体的强度和变形会发生突变。湿地湖泊相黏土的胶粒含量达到39%,明显高于其他软土,同时磁铁矿含量较高,易形成氧化铁胶结物,增强土体的胶结特性,形成更为稳定的结构骨架。研究可知湿地湖泊相黏土物理指标与力学指标不匹配的问题,主要是由于其特殊的矿物组成和结构形式导致的。土颗粒形态、颗粒接触方式与微观结构形式的不同,是湿地湖泊相黏土与其他软土工程性质差异的主要原因。

       

      Abstract: The marshy and lacustrine clay, which is of special engineering properties different from other soft clays, formed in the special sedimentary environment that lakes and marshes were drying and shrinking due to climate change. To investigate the engineering geological characteristics of the marshy and lacustrine clay in the Hengshui Lake area, the sedimentary environment, sedimentary history, distribution characteristics and stratigraphic structure of the marshy and lacustrine clay are discussed respectively. Moreover, the physico-mechanical indexes, mineral compositions, particle size distribution and microstructure features of the marshy and lacustrine clay are compared with other soft clays. The results show that the physical indexes of the marshy and lacustrine clay are close to or reach the soft clay, but the mechanical indexes of the marshy and lacustrine clay are better than those of the soft clay. When the stress level in soil exceeds the structural yield stress, the strength and compression of the marshy and lacustrine clay will abruptly change since the marshy and lacustrine clay possesses significant structural properties. The content of colloidal particles in the marshy and lacustrine clay is 39%, which is obviously higher than other soft soils. Meanwhile, high content of magnetite in the marshy and lacustrine clay, which makes it easy to forms iron oxide cements, enhances the cementation characteristics of soil, resulting in forming a more stable structure skeleton. It can be seen that the mismatch between physical indexes and mechanical indexes of the marshy and lacustrine clay is responsible for its special mineral compositions and microstructures. The difference in soil particle morphology, soil particle contact and microstructure are greatly responsible for the difference in the engineering geological characteristics between the and lacustrine clay and soft soils in other areas.

       

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