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deformations show that the slag swelling in the sub-soil continues, and as the measured dependences show, there is no stabilization of
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three - point - bending test is modelled by means of the finite element method and the dependences of fracture parameters on various material and geometrical parameters of
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Projects and grants - Faculty of Materials Science and Technology - VSB-TUO Skip to main content Projects and grants SELF-EVALUATION REPORT FOR MODULE 3 (2019 –