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Keywords: section 1 213Close
Paper presented at the ISRM International Workshop on Rock Mechanics and Geoengineering in Volcanic Environments, May 31–June 1, 2010
Paper Number: ISRM-IWVE-2010-004
.... Deformation rate peaked at 9 mm/month on section 1 + 213 (see figure 9). In the first two weeks of August of 2001 the ditches were filled up, subgrade was formed and pavement laid, which resulted in a new stabilization of the convergences. Convergence value due to the excavation of the ditches was 22 mm...
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