EFFECT OF CRACKS ON UNIAXIAL ELASTIC COMPRESSION OF ROCKS

[1] On the compressibility of minerals and rocks at high pressures [J]. JOURNAL OF THE FRANKLIN INSTITUTE, 1923, 195 : 475 - 529

[2] VELOCITY OF COMPRESSIONAL WAVES IN ROCKS TO 10 KILOBARS, .2. [J]. JOURNAL OF GEOPHYSICAL RESEARCH, 1961, 66 (07): : 2199 - +

[3] BRACE WF, 1963, RM3583 INT C STAT ST

[4] Griffith A.A., 1920, PHILOS T ROYAL SOC L, V221, P163, DOI DOI 10.1098/RSTA.1921.0006

[5] Griffith A.A., 1924, P INT C APPL MECH, P55

[6] HANDIN J, 1964, T AM GEOPHYS UNION, V45, P103

[7] THE ELASTIC BEHAVIOUR OF A CRYSTALLINE AGGREGATE [J]. PROCEEDINGS OF THE PHYSICAL SOCIETY OF LONDON SECTION A, 1952, 65 (389): : 349 - 355

[8] Comparison of statically and dynamically determined young's modulus of rocks [J]. PROCEEDINGS OF THE NATIONAL ACADEMY OF SCIENCES OF THE UNITED STATES OF AMERICA, 1936, 22 : 81 - 92

[9] Jaeger J.C., 1959, GEOFIS PURA APPL, V43, P148, DOI [https://doi.org/10.1007/BF01993552, DOI 10.1007/BF01993552]

[10] KOITER WT, 1961, PROBLEMS CONTINUUM M, P246

[1] On the compressibility of minerals and rocks at high pressures [J]. JOURNAL OF THE FRANKLIN INSTITUTE, 1923, 195 : 475 - 529

[2] VELOCITY OF COMPRESSIONAL WAVES IN ROCKS TO 10 KILOBARS, .2. [J]. JOURNAL OF GEOPHYSICAL RESEARCH, 1961, 66 (07): : 2199 - +

[3] BRACE WF, 1963, RM3583 INT C STAT ST

[4] Griffith A.A., 1920, PHILOS T ROYAL SOC L, V221, P163, DOI DOI 10.1098/RSTA.1921.0006

[5] Griffith A.A., 1924, P INT C APPL MECH, P55

[6] HANDIN J, 1964, T AM GEOPHYS UNION, V45, P103

[7] THE ELASTIC BEHAVIOUR OF A CRYSTALLINE AGGREGATE [J]. PROCEEDINGS OF THE PHYSICAL SOCIETY OF LONDON SECTION A, 1952, 65 (389): : 349 - 355

[8] Comparison of statically and dynamically determined young's modulus of rocks [J]. PROCEEDINGS OF THE NATIONAL ACADEMY OF SCIENCES OF THE UNITED STATES OF AMERICA, 1936, 22 : 81 - 92

[9] Jaeger J.C., 1959, GEOFIS PURA APPL, V43, P148, DOI [https://doi.org/10.1007/BF01993552, DOI 10.1007/BF01993552]

[10] KOITER WT, 1961, PROBLEMS CONTINUUM M, P246