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Proceedings Papers

Paper presented at the 9th ISRM Congress, August 25–28, 1999
Paper Number: ISRM-9CONGRESS-1999-094
...) under loaded side which propagates to unloaded side (fig 2). This leads to an , , Figure 2. Stages of shear block foundation failure. c- compression plane; 1- tension crack; cr - crushing zone. 461 increase of concentration of compression' stresses under the un downstream toe of concrete dam R.:r can...

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