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Apparatus to determine static and dynamic elastic moduli
Conclusions The apparatus makes it possible to concurrently measureES andED of cylindrical rock specimens under triaxial conditions in theNX Hoek cell.Accuracy of the apparatus is comparable to usual dynamic modulus testing.Preliminary test results for one particular rock type, show that under triaxial conditions the differences betweenED andES are smaller at high confining pressures than at low confining pressures. Circumstantial evidence suggests that microcracks and microfissures are responsible for this phenomenon. Further work needs to be undertaken in other rock types to substantiate these preliminary findings.
Apparatus to determine static and dynamic elastic moduli
Conclusions The apparatus makes it possible to concurrently measureES andED of cylindrical rock specimens under triaxial conditions in theNX Hoek cell.Accuracy of the apparatus is comparable to usual dynamic modulus testing.Preliminary test results for one particular rock type, show that under triaxial conditions the differences betweenED andES are smaller at high confining pressures than at low confining pressures. Circumstantial evidence suggests that microcracks and microfissures are responsible for this phenomenon. Further work needs to be undertaken in other rock types to substantiate these preliminary findings.
Apparatus to determine static and dynamic elastic moduli
Howarth, D. F. (Autor:in)
1984
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
560/4815/6545
BKL:
38.58
Geomechanik
/
56.20
Ingenieurgeologie, Bodenmechanik
Apparatus to determine static and dynamic elastic moduli
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