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首页> 外文期刊>American Journal of Science >IN-SITU INTERACTION OF CEMENT PASTE AND SHOTCRETE WITH CLAYSTONES IN A DEEP DISPOSAL CONTEXT
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IN-SITU INTERACTION OF CEMENT PASTE AND SHOTCRETE WITH CLAYSTONES IN A DEEP DISPOSAL CONTEXT

机译:深埋环境下水泥浆和混凝土与黏土的原位相互作用

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In-situ sampling was performed in the Andra Meuse/Haute Marne (France) Underground Research Laboratory (URL) allowing the study of two cement based materials/claystone interfaces that have undergone 4 to 5 years of interaction. The first interface concerned a shotcrete that was sprayed on the wall of an access drift at the laboratory level and the second one, a class G cement paste that was injected in a borehole filled from the surface and was intercepted during the excavation of a new gallery. In the first case, the hydrodynamic conditions were controlled by the ventilation of the drift; while in the second, the cement paste and claystone materials were considered saturated and far from any mechanical perturbation. A multi scale investigation was carried out to identify any evidence of alkaline perturbation in the cement based materials and the claystone. Chemical, mineralogi-cal, and textural measurements were thus performed on the different materials in contact at the nanometer to a centimeter scale. Results showed that all the perturbations resulting from the geochemical contrast between the cement materials and the claystone were limited to a ìm scale on each side of the interfaces. Carbonation was observed in the cement materials leading to an opening or a clogging of the porosity according to the hydrodynamic conditions and the formulation of the cement material. The distribution of the cation exchange population was also modified in the claystone in contact with the cement paste where a potassium saturation of the exchangeable fraction was identified. The originality of the present work is that realistic field controlled samples from the Andra URL were studied, hereby allowing the evaluation of the impact of natural heterogeneities of the in-situ experimental conditions (that is, hydrodynamic conditions, engineered damage zone, mineralogical variations) on the perturbations at the cement paste/claystone interfaces. An important result is that the clogging of porosity was not homogenous along the interfaces.
机译:在Andra Meuse / Haute Marne(法国)地下研究实验室(URL)中进行了原位采样,从而可以研究两种水泥基材料/粘土岩界面,这些界面已经经历了4至5年的相互作用。第一个接口涉及喷射喷浆,该喷浆喷洒在实验室水平通道的墙壁上,第二个接口涉及G类水泥浆,该浆被注入从地面填充的钻孔中,并在新画廊的挖掘过程中被拦截。 。在第一种情况下,流体动力学条件是通过漂移的通风来控制的。在第二个中,水泥浆和粘土岩材料被认为是饱和的,并且没有任何机械扰动。进行了多尺度研究,以确定在水泥基材料和粘土岩中发生碱微扰的任何证据。因此,对纳米级至厘米级接触的不同材料进行了化学,矿物学和质地测量。结果表明,由水泥材料和粘土岩之间的地球化学对比所引起的所有扰动在界面的每一侧都被限制在一个微米级。根据水动力条件和水泥材料的配方,在水泥材料中观察到碳化,导致孔隙的开放或堵塞。在与水泥浆接触的粘土中,阳离子交换人口的分布也发生了变化,在那里可交换部分的钾饱和被确定。本工作的独创性是研究了来自安德拉(Andra)URL的实际现场控制样品,从而可以评估原位实验条件(即流体动力条件,工程破坏带,矿物学变化)的自然非均质性的影响。在水泥浆/粘土界面处的扰动上。一个重要的结果是,孔隙的阻塞沿界面不是均匀的。

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