Modelling the piping-assisted erosion of clay barriers

Huaxiang Yan, Majid Sedighi, A. Jivkov, Abdelmalek Bouazza
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Abstract

Recent laboratory and field experiments have provided evidences of the erosion and piping of clay-based barriers. Predicting these phenomena is essential for the performance assessment of bentonite barriers and containments. This paper presents a non-local multi-physics model for bentonite erosion induced by piping flow that includes swelling, detachment of particles and co-transport of detached particles with piping flow. The erosion is controlled by the balance between the cohesive strength, which depends on the swelling, and the shear force, which depends on the water velocity and chemistry. The accuracy of the model is tested by comparison of simulation results with experimental data from pinhole tests and material erosion in boreholes. It is demonstrated that the model predicts accurately the total mass eroded by the piping flow. For example, the results show that the mass loss induced by piping-assisted erosion during the installation of a bentonite plug can reach 10.3% of the original mass, which may significantly reduce the sealing capacity of bentonite plugs in boreholes. The results of simulations show that the eroded mass depends on the borehole diameter and flow rate. The minimum flow rates required to erode 10% of the original mass are 0.8 L/s and 0.045 L/s for db = 56 mm and 160 mm, respectively. These results demonstrate how the proposed formulations can be used to quantify the piping-assisted erosion of clay barriers, such as buffers, backfills, and plugs considered for geological disposal of higher activity waste, and the sealing of investigation boreholes and abandoned geo-energy wells.
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粘土屏障的管道辅助侵蚀建模
最近的实验室和现场实验提供了粘土质屏障被侵蚀和管道化的证据。预测这些现象对于膨润土屏障和安全壳的性能评估至关重要。本文提出了一种非局部多物理场模型,用于计算管道流引起的膨润土侵蚀,包括膨胀、颗粒脱离以及脱离颗粒与管道流的共同传输。侵蚀由取决于膨胀的内聚强度和取决于水流速度和化学性质的剪切力之间的平衡控制。通过将模拟结果与针孔测试和钻孔中材料侵蚀的实验数据进行比较,检验了模型的准确性。结果表明,该模型能准确预测管道水流侵蚀的总质量。例如,结果表明,在安装膨润土堵塞时,管道辅助侵蚀引起的质量损失可达原质量的 10.3%,这可能会大大降低膨润土堵塞在钻孔中的密封能力。模拟结果表明,侵蚀质量取决于钻孔直径和流速。当 db = 56 毫米和 160 毫米时,侵蚀原始质量的 10%所需的最小流速分别为 0.8 升/秒和 0.045 升/秒。这些结果表明,所提出的公式可用于量化管道辅助侵蚀粘土屏障的情况,例如用于高活性废物地质处置的缓冲、回填和堵塞物,以及勘探钻孔和废弃地质能源井的密封。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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