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Reconstruction of the water content at an interface between compacted bentonite blocks and fractured crystalline bedrock

机译:压实膨润土块与破碎结晶基岩之间界面处的水分重建

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High-density sodium bentonite combines a low permeability with a swelling behavior, which constitute two important qualities for engineered barriers in geological disposal of spent nuclear fuel. For example, the KBS-3V method developed in Sweden and Finland is planned to include compacted bentonite as the buffer material to embed canisters containing the spent nuclear fuel packages in deposition holes in deep crystalline bedrock. The partially saturated bentonite buffer will then swell as it takes up groundwater from the surrounding rock. It is important to quantify the water content evolution of the installed buffer to correctly predict the development of the swelling pressure and the prevailing conditions (thermal, mechanical, chemical and biological). This study aimed at quantifying the water content profile at the surface of a cylindrical bentonite parcel retrieved after in situ wetting in fractured crystalline bedrock. We demonstrate the possibility of using regression-kriging to quantitatively include spatial information from high-resolution photographs of the retrieved bentonite parcel, where more water saturated areas appear as relatively dark shades, along with bentonite samples, where detailed measurements of water content were performed. The resulting reconstruction is both exact regarding local sample measurements and successful to reproduce features such as intersecting rock fracture traces, visible in the photographs. This level of detail is a key step to gain a deeper understanding of the hydraulic behavior of compacted bentonite barriers in sparsely fractured rock. An improved scanning procedure could further increase the accuracy by reducing errors introduced by the geometrical transformations needed to unfold and stitch the different photographs into a single gray scale map of the bentonite surface. The application of this technique could provide more insights to ongoing and planned experiments with unsaturated bentonite buffers. (C) 2016 The Authors. Published by Elsevier B.V.
机译:高密度钠膨润土兼具低渗透性和溶胀性,这构成了对废弃核燃料进行地质处置的工程屏障的两个重要特性。例如,计划在瑞典和芬兰开发的KBS-3V方法包括压实膨润土作为缓冲材料,将含有乏核燃料包装的碳罐嵌入深结晶基岩的沉积孔中。然后,部分饱和的膨润土缓冲液会吸收周围岩石中的地下水,从而膨胀。重要的是量化已安装缓冲液的水分含量,以正确预测溶胀压力和主要条件(热,机械,化学和生物学)的发展。这项研究的目的是量化在破裂的结晶基岩中原位润湿后取回的圆柱形膨润土包裹表面的水分分布。我们证明了使用回归克里金法定量地包含来自检索到的膨润土包裹的高分辨率照片的空间信息的可能性,在膨润土包裹中,更多的水饱和区域显示为相对较深的阴影,以及膨润土样品,其中对含水量进行了详细的测量。所得的重建结果在局部样本测量方面既精确又成功地再现了照片中可见的诸如相交的岩石破裂痕迹之类的特征。详细程度是深入了解稀疏裂隙岩石中压实膨润土屏障水力行为的关键步骤。改进的扫描程序可以通过减少将不同照片展开和缝合到膨润土表面的单个灰度图中所需的几何变换而引入的误差,从而进一步提高准确性。该技术的应用可以为正在进行和计划中的不饱和膨润土缓冲液的实验提供更多的见识。 (C)2016作者。由Elsevier B.V.发布

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