西域砾岩长期渗透特性试验研究

    Experimental Study on the Long-term Permeability Characteristics of Conglomerate in the Xiyu Conglomerate

    • 摘要: 西域砾岩长期渗透特性、劣化评价以及工程应对是新疆地区水利水电岩土工程中重要的工程问题,对新疆地区的地下水资源管理、工程建设及灾害预防具有重要意义。本研究通过对奴尔水库坝址区不同胶结程度的西域砾岩进行室内长时间的低压稳定渗流、加速渗流试验和核磁共振试验分析,深入探讨了西域砾岩的长期渗流特性。试验结果表明,砾岩的渗透特性受颗粒级配、孔隙结构、胶结物成分的影响,随着室内试验时间的增加,西域砾岩中细颗粒会发生剥落、流失现象,导致西域砾岩孔隙率增大,渗透系数逐渐增加,表现出一定的渗透特性劣化的规律。通过试验手段的综合分析,可知西域砾岩渗透特性劣化的原因是长期渗流作用下,西域砾岩内部胶结逐渐破坏,细颗粒脱落后随水流失,导致其渗透系数与孔隙率逐渐增大。本论文研究成果将为新疆地区水利水电工程防渗设计与施工提供重要技术支撑。

       

      Abstract: The long-term permeability characteristics, deterioration evaluation and engineering response of the Xiyu Conglomerate are important engineering problems in water conservancy and hydropower geotechnical engineering in Xinjiang, which are of great significance to groundwater resources management, engineering construction and disaster prevention in Xinjiang. In this study, the long-term seepage characteristics of the Xiyu Conglomerate was analyzed by long-term low-pressure stable seepage, accelerated seepage test and nuclear magnetic resonance test on the conglomerate of the Xiyu Conglomerate with different cementation degrees in the dam site area of the Nuer Reservoir. The test results show that the permeability characteristics of conglomerate are affected by particle gradation, pore structure and cementation composition, and with the increase of laboratory experimental time, the fine particles in the conglomerate in the Xiyu Conglomerate will spalling and loss, resulting in the increase of porosity and the gradual increase of the seepage coefficient of the Xiyu Conglomerate, showing a certain deterioration of permeability characteristics. Through the comprehensive analysis of experimental methods, it can be seen that the reason for the deterioration of the permeability characteristics of the conglomerate in the Xiyu Conglomerate is that under the action of long-term seepage, the internal cementation of the conglomerate in the Xiyu Conglomerate is gradually destroyed, and the fine particles are lost with water after falling off, resulting in the gradual increase of its permeability coefficient and porosity. The research results of this paper will provide important technical support for the anti-seepage design and construction of water conservancy and hydropower projects in Xinjiang.

       

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