用 SS21 化学稳定砂。研究案例:阿根廷三角洲的细砂

Leandro Serraiocco, Carlos Trias
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引用次数: 0

摘要

由于粗粒土在建筑、公路、基础设施和工程实践中的其他常见应用中的状况,稳定粗粒土是全球岩土工程中经常出现的问题。粗土,尤其是砂土,是由颗粒组成的材料,其中重力比吸引力占优势。这种特殊的行为使得有必要采用一种与细粒土相比较的差分方法,因为细粒土的问题主要集中在吸引力上。HyGT 化学 SRL(HyGT)和 Weg Consultora de Ingenieria SA(WEG)基于多年的化学和岩土工程经验,联合开发了 HyGT SS21® (SS21)产品,这是一种能够在粗粒土中产生有趣的工程特性的聚合物,尤其适用于砂土,这也是开发的出发点。SS21 在实验室和现场均表现出色,因此已被考虑用于正式的科学出版物,以展示该产品在道路、基础设施、石油和采矿领域的实验室测试结果和潜在应用。本文件将以阿根廷三角洲开采的砂土为例,说明该解决方案在实际应用中的重要性。将介绍道路工程中的常规测试结果,这些结果有可能在所有类型的设施中复制,并得出相关结论。
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Chemical stabilization of sands with SS21. Case of study: fine sands from the Argentinean Delta
The stabilization of coarse grained soils is a recurring problem in geotechnical engineering around the world due to the condition of these soils while using them for build-ups, highways, infrastructure, and other common applications in engineering practice. Coarse soils, and particularly sands, are materials composed by particles, where gravitational forces predominate over attractive ones. This particular behaviour, makes it necessary to apply a differential approach in comparison with fine grained soils where the problem is focused on the attractive forces. Based on years of experience in Chemical and Geotechnical engineering, HyGT Chemical SRL (HyGT) and Weg Consultora de Ingenieria SA (WEG) have jointly developed the product HyGT SS21® (SS21), a polymer capable of generating interesting engineering properties in coarse grained soils, particularly developed for sands, the starting point of the development. After an outstanding performance in laboratory and in field, SS21 has been considered for a formal scientific publication, to show the laboratory test results and potential applications of this product, being in roads, infrastructure, oil and mining, places where it is common to have roads, embankments and slopes on granular soils. The importance of addressing this solution for a real application case, in the case of sands extracted from the Argentinean Delta, will be demonstrated throughout the document. Results of routine tests in road works will be presented, possible to be replicated in all types of facilities, and draw conclusions in reference to them.
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