Titlebook: Current Trends in Civil Engineering and Engineering Sciences 2024, Vol 1; Proceedings of 4ICGE Mahdi Karkush,Deepankar Choudhury,Mohammed F

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General Aspects of Sample Preparationcent (33–350%) and (14–72%) for cohesion and angle of internal friction, respectively. Also, the nano material leads to increase both the optimum water content (12–62%), and liquid limits (36–109%). At another hand, nano-silica contributed to decrease in the collapse index from 9.05 to 4.65%, maximu

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General Aspects of Sample Preparationltimate bearing capacity of foundations based on gypseous soils. The foundation is built from a strong 10?mm thick steel plate measuring 100 × 100 mm. In this study are the depth of the geotextile layer, which was placed at depths (0.1B, 0.2B, 0.4B, 0.8B and B) of the width of the foundation used. T

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https://doi.org/10.1007/978-3-662-05050-7ements close to the wall bases were not enough to produce active pressures, and the measured earth pressures near the wall bases were in good agreement with the at-rest pressures. Changes in earth pressure were caused by variations in the water table level, and excavation activities reduced the late

Statins

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https://doi.org/10.1007/978-3-031-08763-9thquakes on the sand. The use of a variety of developed software in numerical analysis became an interest for geotechnical engineers and researchers. The study attempted to include the most recent analytical studies especially those dependent on experimental works with a variety of topics and effect

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https://doi.org/10.1007/978-3-642-54868-0tabilising agents to improve the soil‘s resistance properties, as analysed by geotechnical specialists. Studies have demonstrated that the incorporation of geopolymer materials, such as fly ash and slag, enhances many soil properties, including compaction, permeability, and resistance to deformation

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