Nawaz Muhammad, J. D. Bresser, C. Spiers, C. Peach
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引用次数: 3
摘要
许多盐矿是由比肖菲石、光卤石和盐岩以层和混合物的形式组成的。在用溶液采矿法从地下开采时,未溶解壁上的物质会流入洞室。这可能导致地面下沉。为了准确预测围岩的流动及相应的沉降,需要充分了解比肖夫石、光卤石和混合盐岩在原位条件下的蠕变行为。地下矿山中这类盐的应变速率通常在10-8 ~ 10-15 s-1 (Van Eekelen et al. 1981, Jackson & Talbot 1986),这是在实验室规模实验中不容易达到的速率。然而,实验室实验可以用来定义流动规律,允许外推到实际的原位条件。为了以可靠的方式进行这种外推,需要对材料的变形机制有很好的了解。
Creep behaviour of bischofite, carnallite and mixed bischofite-carnallite-halite salt rock
Many salt deposits consist of bischofi te, carnallite and halite in the form of layers and mixtures. During extraction from the subsurface by solution mining, the material in the undissolved walls will fl ow into the caverns. This may cause surface subsidence. In order to accurately predict the fl ow of wall rock material and related subsidence, good understanding of the creep behaviour of bischofi te, carnallite and mixed salt rocks under in situ conditions is required. The strain rate of such salts in underground mines is normally in the range of 10-8 to 10-15 s-1 (Van Eekelen et al. 1981, Jackson & Talbot 1986) which is a rate that cannot be achieved easily in laboratory scale experiments. However, laboratory experiments can be used to defi ne fl ow laws that allow extrapolation to real in situ conditions. In order to perform such extrapolation in a reliable manner, good understanding of the deformation mechanism of the material is needed,