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Fig. 7
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Résultats de l’essai cyclique H3 alterné roche / coulis en condition CNS (kn = 1500 kPa/mm, σn0 = 100 kPa, τmoy = 0 kPa, τcyc = 77,5 kPa).
Results of alternated cyclic test H3 rock/grout in CNS condition (kn = 1500 kPa/mm, σn0 = 100 kPa, τmoy = 0 kPa, τcyc = 77.5 kPa).
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