Designing the nonlinear Moore-Coulomb model and constant barometric module in the stabilization of deep excavation

Document Type : Research Paper

Author

Department of Structures, Earthquake and Geotechnics, Faculty of Civil Engineering, Architecture and Art, Science and Research Branch, Islamic Azad University, Tehran, Iran

Abstract

The paper has been retracted from the M.Sc.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).

Keywords

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Volume 15, Issue 7
July 2024
Pages 215-226
  • Receive Date: 11 February 2023
  • Revise Date: 19 June 2023
  • Accept Date: 24 June 2023