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- W3040385639 abstract "The stress–strain behavior of rock mass under plane strain is studied in the cases of incompressibility and perfect brittle failure. The characteristics of of differential equations of equilibrium and the relations at them are obtained using the condition of coaxiality of the stress and strain tensors. The boundary problem is formulated for determining the stress–strain behavior in the failure zone of rocks. By way of illustration, the equations of the perfect brittle post-limit deformation of rock mass in the form of a rectangular plate (pillar) under uniform compression are analyzed. It is shown that by monitoring displacement of the side boundary of the plate, it is possible to predict the plate failure." @default.
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- W3040385639 date "2020-07-02" @default.
- W3040385639 modified "2023-10-17" @default.
- W3040385639 title "Brittle failure of incompressible material in plane strain" @default.
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- W3040385639 doi "https://doi.org/10.1088/1755-1315/523/1/012014" @default.
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