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Separation of pumice from soil mixtures

机译:从土壤混合物中分离浮石

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摘要

Pumice-rich deposits are found in a number of locations around the world, and in particular across large areas of the North Island of New Zealand. Pumice grains are commonly described as being lightweight, highly crushable, and vesicular in nature. These characteristics give rise to a unique set of behaviours under loading, and pumice-rich soils are highly problematic in terms of in situ characterisation in large part due to their crushability. The presence of pumice within a soil mixture has the potential to completely alter the stress-strain behaviour of these soils as well as require a different interpretation of results from commonly used site characterisation technique. It is therefore important to be able to determine quantitatively the percentage of pumice within a given soil deposit. This paper proposes a methodology based on a gravity separation of pumice-bearing mixtures with a heavy fluid. The application of the method to artificial mixtures of fine pumice and non-pumiceous sands is shown to be sufficiently accurate for engineering purposes. (C) 2019 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society.
机译:浮石矿床遍布世界各地,尤其是在新西兰北岛的大部分地区。通常将浮石颗粒描述为质轻,高度可压碎和囊状。这些特性在载荷下产生了一套独特的行为,而富含浮石的土壤就其原位特性而言在很大程度上由于其易碎性而存在很大的问题。在土壤混合物中存在浮石可能会完全改变这些土壤的应力应变行为,并且需要对常用的站点表征技术的结果进行不同的解释。因此,重要的是能够定量确定给定土壤沉积物中浮石的百分比。本文提出了一种基于重力分离浮石与重质流体混合物的方法。将该方法应用于细浮石和非浮石砂的人工混合物显示出对于工程目的是足够准确的。 (C)2019年由Elsevier B.V.代表日本岩土工程学会制作和主持。

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