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Controversy: Mechanical fatigue or hardening of rocks after their excavation
Abstract It is pointed out that strength value of rock samples changes with time after sample excavation from a quarry. Three main stages of strength variability with time are distinguished: 1-the stage of hardening connected with increase in the compression strength; 2-stage of equilibrium of the antagonistic processes: hardening and mechanical fatigue; 3-stage of manifestation of mechanical fatigue. Mechanical fatigue is favorable to the manifestation latent weakness surface to new crack formation and at last to total disintegration in rock samples.
Controversy: Mechanical fatigue or hardening of rocks after their excavation
Abstract It is pointed out that strength value of rock samples changes with time after sample excavation from a quarry. Three main stages of strength variability with time are distinguished: 1-the stage of hardening connected with increase in the compression strength; 2-stage of equilibrium of the antagonistic processes: hardening and mechanical fatigue; 3-stage of manifestation of mechanical fatigue. Mechanical fatigue is favorable to the manifestation latent weakness surface to new crack formation and at last to total disintegration in rock samples.
Controversy: Mechanical fatigue or hardening of rocks after their excavation
Kowalski, W. C. (author)
1994
Article (Journal)
Electronic Resource
English
BKL:
56.00$jBauwesen: Allgemeines
/
38.58
Geomechanik
/
38.58$jGeomechanik
/
56.20
Ingenieurgeologie, Bodenmechanik
/
56.00
Bauwesen: Allgemeines
/
56.20$jIngenieurgeologie$jBodenmechanik
RVK:
ELIB18
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