刚性边界条件下饱和 GMZ 膨润土的连续气体突破行为研究

IF 5.6 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Lin-Yong Cui, Wei-Min Ye, Qiong Wang, Yong-Gui Chen, Yu-Jun Cui
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引用次数: 0

摘要

了解气体突破过程对膨润土缓冲/回填材料密封能力的影响对于核废料地质处置库的安全评估至关重要。在这项工作中,利用残余毛细管压力法对压实的高庙子膨润土试样进行了连续的气体突破试验。在每次气体突破试验中,上游气体压力逐步增加,直至记录到气体突破。每次气体突破前都要进行透水性测试,以确保膨润土试样完全饱和。最后,在经历了五个连续的气体突破过程后,膨润土试样被送去进行汞侵入孔隙度(MIP)测试。作为对比,另外四个分别经历了 1 到 4 次气体突破的平行试样也被送去进行 MIP 试验,以检验气体突破过程对膨润土基质可能造成的破坏。结果表明,在前三次连续气体突破试验中,气体突破压力和断裂压力分别从 4.46 兆帕和 0.51 兆帕迅速降至 3.66 兆帕和 0.26 兆帕。随着气体突破次数的增加,最大有效气体渗透率也从 3.75 × 10-18 m2 指数级下降到 3.17 × 10-19 m2。相反,饱和透水性和孔径分布与初始值相比差别不大。这些结果表明,气体突破过程会导致膨润土试样的气密性下降。同时,在进行透水性试验之前,将注气压力重置为零。降低气体压力会导致气体通道半径收缩,甚至完全封闭。因此,透水性和孔径分布几乎保持不变。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Investigation on successive gas breakthroughs behavior of saturated GMZ bentonite under rigid boundary conditions

Investigation on successive gas breakthroughs behavior of saturated GMZ bentonite under rigid boundary conditions

Understanding impacts of gas breakthrough processes on the sealing ability of the bentonite buffer/backfill materials is crucial for the safety evaluation of the nuclear waste geological repository. In this work, the residual capillary pressure method was utilized to conduct successive gas breakthrough tests on compacted Gaomiaozi bentonite specimens. During each gas breakthrough test, the upstream gas pressure was increased in a step-by-step way until the gas breakthrough was recorded. Water permeability tests were performed before each gas breakthrough to ensure that the bentonite specimen was fully saturated. Finally, after experienced five successive gas breakthrough processes, the bentonite specimen was submitted for the mercury intrusion porosimetry (MIP) test. For comparison, four other parallel specimens that experienced one to four gas breakthroughs, respectively, were also submitted for the MIP tests to examine the possible damage of the bentonite matrix resulted from gas breakthrough processes. Results show that, during the first three successive gas breakthrough tests, the gas breakthrough pressure and the snap-off pressure decreased rapidly from 4.46 to 3.66 MPa and from 0.51 to 0.26 MPa, respectively. An exponential decrease in the maximum effective gas permeability from 3.75 × 10–18 to 3.17 × 10–19 m2 with gas breakthroughs experienced could also be observed. On contrary, both of the saturated water permeability and the pore size distribution show little difference as compared to its initial value. These results indicate that gas breakthrough process could induce a degradation of gas-tightness capacity of the bentonite specimen. Meanwhile, the gas injection pressure was reset to zero before conducting the water permeability test. Reducing the gas pressure will induce a contraction in the radius of the gas pathway, even leading to complete closure. Consequently, the water permeability and the pore size distribution remained almost unchanged.

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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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