Displacement of surrounding rock in a deep circular hole considering double moduli and strength-stiffness degradation

DOI10.1007/S10483-020-2665-9zbMath1479.74090OpenAlexW3093604156MaRDI QIDQ824045

N. E. Zubov

Publication date: 14 December 2021

Published in: AMM. Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10483-020-2665-9

zbMATH Keywords

elastoplastic modeluniform stress fieldnon-associative flow rulepost-peak strength drop model

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Soil and rock mechanics (74L10)

Related Items (1)

Theoretical analysis of grouting reinforcement of surrounding rock with strength drop in deep chamber

Cites Work

• Deviation effect of coaxiality on the rock Brazilian split
• Stresses and Displacements around a Cylindrical Cavity in Soft Rock
• Unnamed Item

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