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Geotechnical characterization of mining rock waste dumps in central Evia, Greece

机译:希腊埃维亚中部的采矿废石场的岩土特征

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摘要

Open pit mining using drill and blast has been taking place in central Evia, Greece for many decades. This is so, due to the presence of ferronickel ores in the area. As a consequence of the mining activity, large volumes of overburden Upper Cretaceous limestone are being annually extracted and deposited at predefined sites, creating rock waste dumps or embankments. In the context of optimum land surface use and better stability conditions, a geotechnical characterization of these waste dumps has taken place and is presented in the current paper. First, image analyses are performed on fragmented limestone muckpiles and the degree and intensity of rock fragmentation due to blasting is assessed. Results compare reasonably well with computations based on the Kuz-Ram empirical model for fragmentation analysis. Overall, muckpiles on excavation faces consist of boulders and cobbles by 80-90% per weight. Following, a laboratory investigation program is executed on samples retrieved from the waste dumps. Based on the results, the dumps consist of heavily coarse grain material, mostly classified as GC. According to modified Proctor tests and in-situ density tests using the Troxler device, compaction on the crest of the dumps is characterized as very high, while permeability is empirically considered as medium to high. As far as the friction angle of the waste dump material is concerned, this is estimated based on observations (i.e. recorded inclinations of existing dumps), combined with an empirical model from the literature. Generally, it is considered that the friction angle varies considerably with the overburden pressure within the dump's body. Nonetheless, if a single-value approach is necessary for simplicity purposes and stability considerations, then a friction angle of about 40A degrees (characteristic value) is suggested as a reasonable assumption.
机译:使用钻探和爆破的露天采矿已经在希腊中部埃维亚进行了数十年。之所以如此,是因为该地区存在镍铁矿。由于采矿活动,每年都要开采大量覆盖的上白垩统石灰岩,并将其沉积在预定的地点,从而形成废石场或路堤。在最佳地表使用和更好的稳定性条件的背景下,对这些垃圾场进行了岩土工程表征,并在本文中进行了介绍。首先,对破碎的石灰岩土堆进行图像分析,并评估爆破造成的岩石破碎程度和强度。结果与基于片段分析的Kuz-Ram经验模型的计算结果相当合理。总体而言,开挖面上的土堆由巨石和鹅卵石组成,重量为80-90%。随后,对从垃圾场中回收的样品执行实验室调查程序。根据结果​​,垃圾场由粗粒物料组成,大部分归类为GC。根据改进的Proctor试验和使用Troxler装置进行的现场密度试验,倾倒堆顶部的压实度非常高,而渗透率在经验上被认为是中等到很高。就废料堆物料的摩擦角而言,这是根据观察(即现有废料堆的记录倾角)并结合文献中的经验模型估算的。通常认为,摩擦角随翻斗车体内的上覆压力而变化很大。但是,如果出于简化目的和稳定性考虑需要采用单值方法,则建议合理的假定摩擦角为40A度(特性值)。

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