首页> 外文会议>International conference on structural mechanics in reactor technology >INVESTIGATION OF THE THM BEHAVIOUR OF THE BUFFER AND ROCK-BUFFER INTERACTION DURING THE CANISTER RETRIEVAL TEST PERFORMED IN THE ASPO HARD ROCK LABORATORY
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INVESTIGATION OF THE THM BEHAVIOUR OF THE BUFFER AND ROCK-BUFFER INTERACTION DURING THE CANISTER RETRIEVAL TEST PERFORMED IN THE ASPO HARD ROCK LABORATORY

机译:在Aspo Hard Rock实验室中进行罐检索试验期间缓冲液和岩石缓冲互动的THM行为的研究

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In the framework of the THERESA European project, numerical modelling of coupled THM and THMC behaviour of buffer (bentonite) and buffer-rock interfaces for underground nuclear waste repositories have been undertaken, with focus on the performance assessments. A major step of the project was the analysis of a large scale test performed in AspS Hard Rock Laboratory, called the Canister Retrieval test. It consists in a full scale test of the emplacement of a canister with the surrounding buffer material. A deposition hole was first bored, and then the canister with heaters was installed together with bentonite blocks. The gap between the rock and the bentonite blocks was filled with pellets. The whole set was artificially wetted from its external boundary. The evolution of the THM processes was recorded over 5 years. Before analysing the whole CRT experiment, a preliminary simpler problem has been defined, which consisted in modelling a disc of buffer at canister mid-height. Thanks to the available experimental recorded measurements, it has been possible to numerically investigate the respective influence of the various THM parameters involved in the model, which is based on one hand on the Richard's approximation for the flow calculation and on the other hand on a Biot's type model for the hydro-mechanical behaviour. It has revealed the large influence of the liquid relative permeability, which is unfortunately in general not directly available from experiments. Then, in a second stage, the whole CRT experiment has been analysed. For simplicity reasons, an axisymetrical model has been adopted, although the presence of a neighbouring experiment did influence the CRT results. The comparisons of the most relevant features of the test, between predicted and measured values, are presented and discussed in the paper.
机译:在Theresa欧洲项目的框架中,已经进行了缓冲液(Bentonite)和ThMC行为的数值建模和地下核废料库的缓冲岩界面,重点是绩效评估。该项目的一项重大步骤是分析在ASPS硬岩实验室中进行的大规模试验,称为罐式检索试验。它包括与周围缓冲材料的罐施加的全规模测试。首先钻孔沉积孔,然后将加热器的罐与膨润土块一起安装。岩石和膨润土块之间的间隙填充有颗粒。整个集合从其外边界人工润湿。 THM过程的演变在5年以上记录。在分析整个CRT实验之前,已经定义了初步更简单的问题,该问题包括在罐中高的罐中建模缓冲器。由于现有的实验记录的测量,它已经能够以数值调查涉及的模型,它是基于一方面对理查德的近似流量计算和另一方面在比奥的各种THM参数的相应影响水力力学行为型号。揭示了液体相对渗透性的大量影响,这是一般不可从实验中可直接获得的。然后,在第二阶段,已经分析了整个CRT实验。为简单性原因,采用了轴二重模型,尽管邻近实验的存在确实影响了CRT结果。提出和讨论了预测和测量值之间测试的最相关特征的比较,并讨论了论文。

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