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In the past, structure design mainly adopted strength criterion.
It is observed that the proposed strength criterion agrees well with the test data.
A 3D strength criterion for masonry is constructed based on yield design theory.
The Mohr Coulomb shear strength criterion is the most widely used criterion for jointed rocks.
Other combined characteristics were evaluated, including flexibility, resilience, and the yield strength criterion.
Mohr Coulomb criterion is the most widely used strength criterion in rock engineering problems.
For comparison, the phenomenological Tsai Wu strength criterion for anisotropic solids is also implemented.
The proposed criterion is a simple and rational nonlinear polyaxial strength criterion for anisotropic jointed rocks.
On this basis, a new strength criterion is proposed for structured soils.
Maximum flow, shortest setting time and highest early strength criterion were the targets of the optimization.
It was found that horizontal shear stresses were closed to the bond strength criterion.
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