چکیده مقاله
Urban population growth and the decreasing availability of developable land have intensified the need for underground spaces in civil engineering projects Deep excavations in urban areas pose significant technical and stability challenges, which can be effectively addressed through numerical modeling and engineering approaches This study investigates soil arching and the resulting redistribution of lateral stresses to structural elements, showing that its activation reduces wall pressures, enhances system safety, and lowers construction costs The influence of tieback arrangement on the magnitude of soil arching is also examined, emphasizing the importance of optimizing these parameters to ensure excavation stability The findings provide engineers with practical guidance for the design and execution of deep excavation projects, contributing to improved safety and reduced structural risks
کلیدواژهها
نویسندگان
Mahdi Pashazadeh
MSc in Geotechnical Engineering, University of Tabriz
توحید اخلاقی
Associate Professor, Department of Civil Engineering, University of Tabriz
شیوه ارجاع
Pashazadeh, Mahdi and Akhlaghi, Tohid,1404,Effect of Tieback Configuration on Soil Arching,Third International Conference on applied researches in civil engineering, architecture and urban planning
ارائهشده در
مجموعه مقالات سومین کنفرانس بین المللی پژوهش های کاربردی در مهندسی عمران، معماری و شهرسازی30 آبان 1404