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Abstract

The analysis of criteria for plasticity of soils has done. It has been established that when solving the axisymmetric problem of soil resistance of the roadway to shear, many analytical criteria give the same result with the classical two-parameter Mohr – Coulomb criterion. A modified three-parameter Mohr – Coulomb criterion is proposed, which, unlike the original criterion, contains the third parameter of the material (d). Depending on the value of this parameter (d), the modified criterion can take the form of the original Mohr – Coulomb criterion (with d = 0.5) or the original Tresca criterion (with d = 0). For all other values of the parameter (d), varying in the range of 0 > d > 0.5, the tangential stresses by the modified criterion are bigger, than the Mohr – Coulomb criterion, but smaller than the Tresca criterion. Therefore, the modified criterion covers a large range of tangential stresses, and its value can be determined from the results of tests of soils for triaxial compression. The analysis of such experimental data showed that the value of the third parameter (d) should be taken depending on the size of the axial deformation of the sample, taken as the limiting value. The value of the ultimate deformation is advisable to take in the range from 8 to 12%.

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Correspondence to Aleksander Kalinin .

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Aleksandrov, A., Dolgih, G., Kalinin, A. (2020). Equation of Limit Condition of the Three-Parameter Mohr-Coulomb Criterion. In: Murgul, V., Pasetti, M. (eds) International Scientific Conference Energy Management of Municipal Facilities and Sustainable Energy Technologies EMMFT 2018. EMMFT-2018 2018. Advances in Intelligent Systems and Computing, vol 982. Springer, Cham. https://doi.org/10.1007/978-3-030-19756-8_75

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