The deep soil mixing for the Galataport project in Istanbul, Turkey

Marco Chiarabelli, S. Miranda, Federico Pagliacci
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Abstract

The paper describes the adopted technologies and performance controls related to a special geotechnical engineering solution provided within the scope of the Galataport Project, in Istanbul, Turkey. The scheme is the one applied to the new quay of Salıpazarı, which is a combination of retaining structure and ground improvement, formed by a combi-wall, a reinforced concrete diaphragm wall and a soil improvement by deep soil mixing (Turbojet). The paper highlights the importance of employing cutting-edge technologies within the foundation engineering field and state-of-the-art electronic control devices, in parallel with the essential human expertise, in order to obtain the desired results in this high-profile Project. A cross section of the executed treatment could be inspected on site during excavation, which shows the effectiveness of the executed works. The results of the in-situ and laboratory tests carried out on the improved soil during the preliminary field trial test and after the completion of works are also presented.
土耳其伊斯坦布尔加拉塔波特项目的深层土壤混合
本文介绍了在土耳其伊斯坦布尔的加拉塔波特项目范围内提供的特殊岩土工程解决方案所采用的技术和性能控制。该方案应用于Salıpazarı新码头,是由组合墙、钢筋混凝土连续墙和深层土搅拌(涡喷)土改良组成的挡土结构与地基改良相结合的方案。本文强调了在基础工程领域采用尖端技术和最先进的电子控制设备的重要性,与基本的人类专业知识并行,以便在这个备受瞩目的项目中获得预期的结果。在挖掘过程中,可以在现场检查已执行处理的横截面,这表明已执行工程的有效性。文中还介绍了改良土在初步现场试验和工程完成后的现场和室内试验结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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