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A Device Designed for Simulating HM Behavior of Compacted GMZ01 Bentonite

机译:一种模拟压实GMZ01膨润土HM行为的装置

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摘要

During the long-term operation of a conceptual multi-barrier deep geological repository for disposal of high-level nuclear waste, performance of the artificial barrier system (compacted bentonite) with consideration of influences of the surrounding rocks has to be evaluated for tens of thousands of years. Numerical simulation technology could be one of the most effective assessment methods. In order to have confidence in the prediction of the coupled hydraulic and mechanical processes occurring within the engineered clay barrier, a comparison between calculated and observed results is essential for validation and verification. For this purpose, a new Hydro-Mechanical (HM) device was designed in this paper, in which compacted GMZ01 bentonite specimen was embedded into a hollow Beishan granite column, which was tightly fixed by a closure metal framework. Relative humidity and pressure sensors were employed for monitoring behavior of the compacted bentonite during hydration, in order to observe the HM coupling performance of the compacted bentonite with consideration of influences of surrounding rocks at room temperature. The newly-developed test device includes three parts, a bottom plug, a cylindrical metal cell body and a top plug, which were tightly fixed together with four screws to form a confined (constant volume) closure system. Relative humidity and pressure sensors were implemented. Relative humidity sensors were calibrated before installation. With this newly-developed device, the GMZ01 bentonite-Beishan granite specimen was submitted to hydration. Some interesting preliminary results of the HM behavior of the compacted GMZ01 bentonite with consideration of the bentonite/rock interactions were obtained and discussed.
机译:在概念性的多屏障深层地质处置库(用于处置高级核废料)的长期运行过程中,考虑到围岩的影响,人工屏障系统(压缩膨润土)的性能必须评估数万个年。数值模拟技术可能是最有效的评估方法之一。为了对工程粘土屏障内发生的液压和机械过程耦合的预测有信心,对计算结果和观察到的结果进行比较对于验证和验证至关重要。为此,本文设计了一种新型的水力机械(HM)设备,其中将压实的GMZ01膨润土试样嵌入空心的北山花岗岩柱中,该圆柱柱由封闭金属框架牢固固定。为了观察压实膨润土在室温下的HM耦合性能,采用相对湿度和压力传感器来监测压实膨润土在水化过程中的行为。新开发的测试装置包括三个部分,一个底部塞子,一个圆柱形金属电池主体和一个顶部塞子,它们用四个螺丝紧密地固定在一起以形成一个封闭的(恒定体积)封闭系统。实施了相对湿度和压力传感器。在安装之前,必须对相对湿度传感器进行校准。使用这种新开发的装置,将GMZ01膨润土-北山花岗岩标本进行了水化处理。考虑到膨润土/岩石的相互作用,获得了压实的GMZ01膨润土的HM行为的一些有趣的初步结果。

著录项

  • 来源
    《KSCE journal of civil engineering》 |2012年第7期|p.1178-1184|共7页
  • 作者单位

    Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China, United Research Center for Urban Environment and Sustainable Development, The Ministry of Education, Shanghai 200092, China;

    Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China;

    Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China;

    Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China, UR Navier, Ecole des Ponts ParisTech, France;

    Beijing Research Institute of Uranium Geology, Beijing 100029, China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    GMZ01 bentonite; device; hydro and mechanical coupling effects; HLW (high level radioactive waste);

    机译:GMZ01膨润土;设备;水力和机械耦合效应;HLW(高放废物);

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