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Engineering Method for Calculating Deformations of Plastic-Frozen Soils Taking Into Account Their Nonlinear Compressibility and Creep
In the present paper, improvements to a normative technique for calculating the deformations of plastic-frozen soils are proposed by substituting nonlinearly (power-law) time-dependent deformation modulus Et for the usual deformation modulus E. The proposed method adequately accounts for the effect of long-term creep and nonlinearity in stresses. Power-law parameters are determined according to a special technique for testing for confined, triaxial or uniaxial compression.
Engineering Method for Calculating Deformations of Plastic-Frozen Soils Taking Into Account Their Nonlinear Compressibility and Creep
In the present paper, improvements to a normative technique for calculating the deformations of plastic-frozen soils are proposed by substituting nonlinearly (power-law) time-dependent deformation modulus Et for the usual deformation modulus E. The proposed method adequately accounts for the effect of long-term creep and nonlinearity in stresses. Power-law parameters are determined according to a special technique for testing for confined, triaxial or uniaxial compression.
Engineering Method for Calculating Deformations of Plastic-Frozen Soils Taking Into Account Their Nonlinear Compressibility and Creep
Alekseev, A.G. (author) / Bezvolev, S.G. (author)
2021
Article (Journal)
Electronic Resource
English
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
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