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Recent development of stability studies of steep rock slopes in Europe
Anisotropic rock masses near toe of steep slopes are subject to lateral expansion due to concentrated compressive stresses parallel to slope surface; resulting loosening of in-situ rock structure represents principal hazard to stability of steeply sloping rock banks; anisotropic rock masses are subject to progressive stress redistribution upon altering of boundary conditions; consequently strength-stress relations are to be considered not static but dynamic phenomena.
Recent development of stability studies of steep rock slopes in Europe
Anisotropic rock masses near toe of steep slopes are subject to lateral expansion due to concentrated compressive stresses parallel to slope surface; resulting loosening of in-situ rock structure represents principal hazard to stability of steeply sloping rock banks; anisotropic rock masses are subject to progressive stress redistribution upon altering of boundary conditions; consequently strength-stress relations are to be considered not static but dynamic phenomena.
Recent development of stability studies of steep rock slopes in Europe
Soc Min Engrs -- Trans
Mueller, L. (Autor:in) / John, K.W. (Autor:in)
1963
6 pages
Aufsatz (Zeitschrift)
Englisch
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