2009
DOI: 10.1029/2008jb005630
|View full text |Cite
|
Sign up to set email alerts
|

Potential of phyllosilicate dehydration and dehydroxylation reactions to trigger earthquakes

Abstract: [1] This study experimentally simulated dehydration-and dehydroxylation-induced weakening of clay-rich gouges to investigate the potential of phyllosilicate minerals to generate abnormal pore pressure, triggering earthquakes. For the experiment, the gouge samples were subjected to sliding with heating at 9.6°C/min to 500°C under 80 MPa of confining pressure. In the undrained condition in which expulsed water was confined in the gouges, significant frictional strength reductions were found in the Na-montmorillo… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
7
0

Year Published

2010
2010
2023
2023

Publication Types

Select...
7
1

Relationship

2
6

Authors

Journals

citations
Cited by 11 publications
(7 citation statements)
references
References 29 publications
0
7
0
Order By: Relevance
“…[40] From the above discussion, embrittlement at the dehydration temperature could not have been caused by increased pore pressure, known as "dehydration embrittlement" [Raleigh and Paterson, 1965]. Water freed by mineral dehydration can be retained temporarily in a low-permeability zone, causing a temporary increase in pore pressure and a reduction in the apparent frictional strength of a fault [Takahashi et al, 2009]. In this study, however, dehydration caused strengthening of the simulated fault (Figure 4).…”
Section: Shear-induced Dehydration Of Antigorite Gougementioning
confidence: 76%
See 1 more Smart Citation
“…[40] From the above discussion, embrittlement at the dehydration temperature could not have been caused by increased pore pressure, known as "dehydration embrittlement" [Raleigh and Paterson, 1965]. Water freed by mineral dehydration can be retained temporarily in a low-permeability zone, causing a temporary increase in pore pressure and a reduction in the apparent frictional strength of a fault [Takahashi et al, 2009]. In this study, however, dehydration caused strengthening of the simulated fault (Figure 4).…”
Section: Shear-induced Dehydration Of Antigorite Gougementioning
confidence: 76%
“…The experimental apparatus for this study was a gas‐medium, high‐pressure, high‐temperature triaxial testing machine at the National Institute of Advanced Industrial Science and Technology (AIST), Japan. The details of the set‐up have been described by Masuda et al [2002] and Takahashi et al [2007, 2009]. The machine consisted of a cylindrical pressure vessel, a loading system, a pressure‐generating system for confining pressure, and two servocontrolled pressure intensifiers capable of applying a maximum of 200 MPa for both confining pressure ( P c ) and pore pressure ( P p ).…”
Section: Methodsmentioning
confidence: 99%
“…Recent frictional experiments with hydrous rocks provided observations for weakening of frictional strength associated with dehydration. Takahashi et al [2009] showed that frictional strength weakens due to dehydration in increasing temperature. In high velocity friction experiments, Hirose and Bystricky [2007] observed dynamic weakening of the fault friction as a result of dehydration induced by frictional heating.…”
Section: Discussionmentioning
confidence: 99%
“…For each experimental run, we calculated friction (i.e., shear stress τ normalized by normal stress σ n ) on the rupture surface according to the geometry of our experimental apparatus as follows [ Takahashi et al , 2009]: τσn=σitalicdiffsin(2θ)2(σdiffsin2(θ)+PC), where σ diff is the differential stress, θ is the angle between the ruptured surface and the loading direction (30° in this study), and Pc is the effective confining pressure. We first calculated the average differential stress and its error by taking the difference between its maximum value and the average value in the flat portion of the stress–strain curve where axial strain was greater than 4.5%.…”
Section: Resultsmentioning
confidence: 99%