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A platform for research: civil engineering, architecture and urbanism
Prefailure of Rock Soils under Dynamic Loading
Abstract The effect of loading and unloading regimes on the “threshold” of the appearance and number of cracks, which precede their avalanche propagation that accompanies complete failure of the soil, is established. It is demonstrated that the appearance of “pioneer” cracks contributes to an increase in ultimate deformations of the soil, corresponding to its failure and energy consumption of the deformation process.
Prefailure of Rock Soils under Dynamic Loading
Abstract The effect of loading and unloading regimes on the “threshold” of the appearance and number of cracks, which precede their avalanche propagation that accompanies complete failure of the soil, is established. It is demonstrated that the appearance of “pioneer” cracks contributes to an increase in ultimate deformations of the soil, corresponding to its failure and energy consumption of the deformation process.
Prefailure of Rock Soils under Dynamic Loading
Mikhalyuk, A. V. (author) / Zakharov, V. V. (author)
2004
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Prefailure of Rock Soils under Dynamic Loading
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