Fifth Pacific Area National Meeting of the Society
DOI: 10.1520/stp45137s
|View full text |Cite
|
Sign up to set email alerts
|

Techniques Used in Studying the Fracture Mechanics of Rock

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

1
4
0

Publication Types

Select...
4
1
1

Relationship

0
6

Authors

Journals

citations
Cited by 7 publications
(5 citation statements)
references
References 0 publications
1
4
0
Order By: Relevance
“…It should be noted that no time-independent dilatation was observed even at stress levels of the order of 91%. This is at variance with data presented by Bieniawski (1967c), Paulding (1966) and others who report that time-independent dilatancy appears at stresses as low as 35% of the ultimate strength. The apparent variance, however, may be due only to differences in experimental technique.…”
Section: Figure 6 Generalized Burgers Modelsupporting
confidence: 49%
See 1 more Smart Citation
“…It should be noted that no time-independent dilatation was observed even at stress levels of the order of 91%. This is at variance with data presented by Bieniawski (1967c), Paulding (1966) and others who report that time-independent dilatancy appears at stresses as low as 35% of the ultimate strength. The apparent variance, however, may be due only to differences in experimental technique.…”
Section: Figure 6 Generalized Burgers Modelsupporting
confidence: 49%
“…Failure mechanisms in geologic materials have been studied directly by a number of workers (e.g., Brace, 1964;Hoek, 1965;Paulding, 1965Paulding, , 1966. In most cases, these have been limited to studies under uniaxial and biaxial stress in thin plates and have, for the most part, involved the investigation of fracture propagation rather than failure initiation.…”
Section: Generalmentioning
confidence: 99%
“…For compressed rocks, the microscale heterogeneity, caused by discrepant sizes and mechanical properties of mineral grains as well as preexisting microcracks or pores, generally gives rise to the concentration of tensile stress. Owing to the poor resistance to tension compared to the shear capacity, new tensile cracks initiate at the stress concentration zone and propagate toward the direction of axial stress, which has been confirmed by compressibility tests (Matsushima 1960) and compressional wave velocity tests (Paulding 1965). Numerical simulations by discrete element code PFC revealed that tensile cracks dominate the failure process of the sample (Diederichs et al 2004).…”
Section: Microscale Mechanism For Mechanical Propertiesmentioning
confidence: 84%
“…It is believed that a deliberate introduction of a precrack would alter the natural fracture properties of an oil shale specimen. Paulding [48] has suggested a test method which makes use of a solid cylindrical specimen made of partially broken material.…”
Section: Experimental Determination Of Fracture Toughness £! Lavered ...mentioning
confidence: 99%