2011
DOI: 10.1016/j.ijrmms.2011.06.013
|View full text |Cite
|
Sign up to set email alerts
|

Superbrittleness of rocks and earthquake activity

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

0
38
0

Year Published

2013
2013
2023
2023

Publication Types

Select...
5
2
2

Relationship

0
9

Authors

Journals

citations
Cited by 80 publications
(38 citation statements)
references
References 31 publications
0
38
0
Order By: Relevance
“…Experiments (Tarasov 2010;Tarasov & Randolph 2011) have shown that the efficiency of the fan-mechanism depends on the rock strength: the stronger the rock, the greater the fan-mechanism efficiency and the wider the confining pressure range over which the fan-mechanism is active (see Figure 22). Figure 39(a) illustrates schematically depth distributions of the fan-mechanism activity for four rocks characterised by different strength, with strength increasing from rock 1 to rock 4.…”
Section: Earthquakes In Complex Crust Consisting Of Two Layers Of Difmentioning
confidence: 99%
See 1 more Smart Citation
“…Experiments (Tarasov 2010;Tarasov & Randolph 2011) have shown that the efficiency of the fan-mechanism depends on the rock strength: the stronger the rock, the greater the fan-mechanism efficiency and the wider the confining pressure range over which the fan-mechanism is active (see Figure 22). Figure 39(a) illustrates schematically depth distributions of the fan-mechanism activity for four rocks characterised by different strength, with strength increasing from rock 1 to rock 4.…”
Section: Earthquakes In Complex Crust Consisting Of Two Layers Of Difmentioning
confidence: 99%
“…Despite the Class II behaviour, post-peak control is achievable for rocks of this hardness. Analysis of available experimental data and additional experimental studies conducted in Tarasov (2010) and Tarasov and Randolph (2011), show that post-peak properties of hard rocks characterised by UCS > 250 MPa are still experimentally unexplored at highly confined compression corresponding to earthquake seismogenic depths and similar highly confined stress conditions in deep mines. These rocks are normally represented by highly metamorphic and volcanic rocks with fairly fine grains forming a very compact structure.…”
Section: Introductionmentioning
confidence: 99%
“…The work of Tarasov (Tarasov, 2010(Tarasov, , 2011Tarasov and Randolph, 2011;Tarasov and Potvin, 2012) provided evidence that for brittle rock under triaxial compression, a significant portion of the stored elastic strain energy is not consumed during the fracturing process. The unconsumed energy or the 'released energy' can then be transformed into the failure process dynamics, particularly associated with fragmentation, flying fragments, seismicity, heat, etc.…”
Section: 5mentioning
confidence: 99%
“…The paper discusses a recently identified shear rupture mechanism operating in hard rocks under high σ 3 that is responsible for extreme rupture dynamics [16][17][18][19][20][21][22][23]. The mechanism was identified on the basis of comprehensive analysis of side effects accompanying extreme ruptures.…”
Section: Introductionmentioning
confidence: 99%