2019
DOI: 10.1029/2018tc005195
|View full text |Cite
|
Sign up to set email alerts
|

Multicycle Dynamics of the Aksay Bend Along the Altyn Tagh Fault in Northwest China: 1. A Simplified Double Bend

Abstract: I perform multicycle dynamic simulations of a restraining double bend that is simplified from the Aksay bend along the Altyn Tagh Fault in northwest China. The earthquake cycle includes a coseismic dynamic rupture phase and an interseismic stress loading and relaxation phase. The double bend fault system has two fault strands and each strand comprises a stem segment that strikes parallel to the maximum shear loading direction and a bend segment that deviates from the loading direction. I find that the restrain… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
4
1

Citation Types

0
20
0

Year Published

2019
2019
2023
2023

Publication Types

Select...
5

Relationship

2
3

Authors

Journals

citations
Cited by 12 publications
(20 citation statements)
references
References 40 publications
0
20
0
Order By: Relevance
“…The slip‐ and rate‐weakening friction law has the following form (Duan, 2019), f1()d={fs()fsfddd04emdd0fd11emd>d0, f2()v={fr()frfdvv04emvv0fd11emv>v0, f(),dv=max(),f1()df2()v, where f s , f d , f r , d 0 , v 0 , d , and v are the static, dynamic, and restrengthening coefficients of friction; the critical slip distance; the critical slip velocity; slip; and slip velocity on the fault, respectively. As shown for a typical path of the frictional coefficient as a function of slip and slip velocity in Duan (), the frictional coefficient in this law essentially drops from the static level to the dynamic level by following a slip‐weakening curve at the early stage of sliding and recovers to the restrengthening level by following a rate‐weakening curve at the late stage. The separate slip‐weakening law essentially has a form of equation .…”
Section: Methods and Modelsmentioning
confidence: 87%
See 4 more Smart Citations
“…The slip‐ and rate‐weakening friction law has the following form (Duan, 2019), f1()d={fs()fsfddd04emdd0fd11emd>d0, f2()v={fr()frfdvv04emvv0fd11emv>v0, f(),dv=max(),f1()df2()v, where f s , f d , f r , d 0 , v 0 , d , and v are the static, dynamic, and restrengthening coefficients of friction; the critical slip distance; the critical slip velocity; slip; and slip velocity on the fault, respectively. As shown for a typical path of the frictional coefficient as a function of slip and slip velocity in Duan (), the frictional coefficient in this law essentially drops from the static level to the dynamic level by following a slip‐weakening curve at the early stage of sliding and recovers to the restrengthening level by following a rate‐weakening curve at the late stage. The separate slip‐weakening law essentially has a form of equation .…”
Section: Methods and Modelsmentioning
confidence: 87%
“…We briefly discuss the method for multicycle dynamic modeling used in this study and refer readers to Duan () for details of the method. In this method, an earthquake cycle comprises an interseismic phase for fault stress loading and relaxation and a coseismic phase for dynamic rupture propagation (and seismic wave propagation).…”
Section: Methods and Modelsmentioning
confidence: 99%
See 3 more Smart Citations