University of Tabriz Journal of Civil and Environmental Engineering 2008-7918 51 102 2021 05 22 The Effect of Lime and Nanosilica Stabilization Process on Compressive Strength and Slake of Marly Soils in Saturated State The Effect of Lime and Nanosilica Stabilization Process on Compressive Strength and Slake of Marly Soils in Saturated State 137 146 10765 10.22034/jcee.2020.10765 FA Adel Asakereh Department of Civil Engineering, Faculty of Engineering, University of Hormozgan, Bandarabbas, Iran Mohammad Amiri Department of Civil Engineering, Faculty of Engineering, University of Hormozgan, Bandarabbas, Iran Halimeh Zarei Department of Civil Engineering, Faculty of Engineering, University of Hormozgan, Bandarabbas, Iran Journal Article 2019 03 25 Marly soils have a relatively good resistance in the dry state, but these characteristics tend to significant degradation in contact with water (Ouhadi & Yong, 2003, Hosseini et al. 2012). The Failure to identify the behavior of clayey fine-grained soils, and especially marls, can challenge the structures constructed on such soils. Because of the extent and distribution of this type of soil in many regions of Iran, especially in southern Iran, and the high potential for the construction of hydraulic structures in these areas, it is necessary to study the behavior of these soils. Accordingly, the purpose of this study is to investigate the geotechnical characteristics of marl soils and provide a solution for improving the engineering properties of these soils. Marly soils have a relatively good resistance in the dry state, but these characteristics tend to significant degradation in contact with water (Ouhadi & Yong, 2003, Hosseini et al. 2012). The Failure to identify the behavior of clayey fine-grained soils, and especially marls, can challenge the structures constructed on such soils. Because of the extent and distribution of this type of soil in many regions of Iran, especially in southern Iran, and the high potential for the construction of hydraulic structures in these areas, it is necessary to study the behavior of these soils. Accordingly, the purpose of this study is to investigate the geotechnical characteristics of marl soils and provide a solution for improving the engineering properties of these soils. https://ceej.tabrizu.ac.ir/article_10765_10a9da30e5543ca48130aaa5de020614.pdf