Designing the nonlinear Moore-Coulomb model and constant barometric module in the stabilization of deep excavation
نویسندگان
1 Department of Structures, Earthquake and Geotechnics, Faculty of Civil Engineering, Architecture and Art, Science and Research Branch, Islamic Azad University, Tehran, Iran
doi
10.22075/ijnaa.2023.30996.4536چکیده
The paper has been retracted from the M.Sc.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).
