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Designing the nonlinear Moore-Coulomb model and constant barometric module in the stabilization of deep excavation | ||
| International Journal of Nonlinear Analysis and Applications | ||
| مقاله 19، دوره 15، شماره 7، مهر 2024، صفحه 215-226 اصل مقاله (1.38 M) | ||
| نوع مقاله: Research Paper | ||
| شناسه دیجیتال (DOI): 10.22075/ijnaa.2023.30996.4536 | ||
| نویسنده | ||
| Mohammad Akhavan* | ||
| Department of Structures, Earthquake and Geotechnics, Faculty of Civil Engineering, Architecture and Art, Science and Research Branch, Islamic Azad University, Tehran, Iran | ||
| تاریخ دریافت: 22 بهمن 1401، تاریخ بازنگری: 29 خرداد 1402، تاریخ پذیرش: 03 تیر 1402 | ||
| چکیده | ||
| The paper has been retracted from the M.Sc. thesis of Mehrdad Ghasemi Nasari, "Evaluation of variations in modulus of elasticity and constitutive model of soil on the design of deep excavation supporting systems" (Department of Civil Engineering, Ferdowsi University of Mashhad, 2018). | ||
| کلیدواژهها | ||
| Soil type؛ stabilization methods؛ deep excavation | ||
| مراجع | ||
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