天津港某碱渣场地水文地质特性研究

    Study on hydrogeological characteristics of an alkali residue site in Tianjin port

    • 摘要: 为了解碱渣这种特殊土体的物理、力学及工程性质,总结其水文地质特性,在天津港某碱渣填垫场地进行地质钻探,对获取的碱渣土样开展了大量的室内物理性试验、直剪试验及渗透试验,并对碱渣层进行现场十字板剪切试验和标准贯入试验,测得了碱渣土的物理力学参数。利用现场试验法(抽水试验、注水试验、双环渗水试验)分别测得了碱渣含水层的水文地质参数(渗透系数、影响半径)。试验结果表明:碱渣土同时具备淤泥质软土和砂性土的特征,类似于淤泥质砂,属于弱透水层;抽水影响半径与理论公式计算值基本一致,抽水试验理论公式适用于碱渣含水层。

       

      Abstract: In order to understand the physical, mechanical and engineering properties of alkali residue: a special soil mass, and summarize its hydrogeological characteristics, a large number of indoor physical tests: direct shear tests and permeability tests are carried out on the soil samples obtained by geological drilling from an alkali residue filling site in Tianjin Port, and field vane shear tests and standard penetration tests are carried out on the alkali residue layer. The physical and mechanical parameters of the alkali residue soil are measured. The hydrogeological parameters (permeability coefficient and radius of influence) of the alkali residue aquifer are measured by field tests (pumping test, water injection test and double ring seepage test). The test results show that the alkali residue soil has the characteristics of both mucky soil and sandy soil, which is similar to silty sand silty sand and belongs to the aquitard. The influence radius of pumping is basically consistent with the calculated value of the theoretical formula, and the theoretical formula of pumping test is applicable to the alkaline residue aquifer.

       

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