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Ambient temperature changes affect behavior of rigid lining of closed, rock periphery where maximum acting stress in rock near priphery is greater than compressive strength of rock; thermal stresses due to seasonal changes in temperature may be substantial and can be calculated by, presented in paper, method. (See also English translation in Soviet Min Science n 1 Jan-Feb 1968 p 441-5) (33463)
Ambient temperature changes affect behavior of rigid lining of closed, rock periphery where maximum acting stress in rock near priphery is greater than compressive strength of rock; thermal stresses due to seasonal changes in temperature may be substantial and can be calculated by, presented in paper, method. (See also English translation in Soviet Min Science n 1 Jan-Feb 1968 p 441-5) (33463)
Thermal stresses in shaft lining
Fiz-Tekh Probl Razrab Polez Iskop
Borisov, A.A. (author)
1968
7 pages
Article (Journal)
Russian
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