Deformation and stress theory of surrounding rock of shallow circular tunnel based on complex variable function method
نویسندگان
چکیده
Abstract After reviewing many literature foundations, the thesis combines basic methods of elastic mechanics with mathematical knowledge, sets bipotential stress potential complex function and analyses relationship between component, strain component function, applies variable function. The expression relevant is derived, displacement boundary conditions surrounding rock shallow circular tunnel are obtained. Furthermore, paper theory to solve condition for common sections, obtains analytical tunnel. simulation carried out by finite element method. establishment has a good application value in solving
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ژورنال
عنوان ژورنال: Applied mathematics and nonlinear sciences
سال: 2021
ISSN: ['2444-8656']
DOI: https://doi.org/10.2478/amns.2021.1.00050