Adv Advanced anced Worksho shop p on n Ea Earthquake Fa Fault - - PowerPoint PPT Presentation

adv advanced anced worksho shop p on n ea earthquake fa
SMART_READER_LITE
LIVE PREVIEW

Adv Advanced anced Worksho shop p on n Ea Earthquake Fa Fault - - PowerPoint PPT Presentation

Adv Advanced anced Worksho shop p on n Ea Earthquake Fa Fault Mechanics: The Theory, , Simulation on and Observation ons ICTP, Trieste, Sept 2-14 2019 Lecture 9: earthquake cycle modeling Jean Paul Ampuero (IRD/UCA Geoazur)


slide-1
SLIDE 1

Adv Advanced anced Worksho shop p on n Ea Earthquake Fa Fault Mechanics: The Theory, , Simulation

  • n and Observation
  • ns

ICTP, Trieste, Sept 2-14 2019 Lecture 9: earthquake cycle modeling Jean Paul Ampuero (IRD/UCA Geoazur)

slide-2
SLIDE 2

Earthquake cycle modeling: definition

Scope: Fault slip and deformation processes at time scales spanning several major earthquakes on a given fault zone Multi-scale modeling: includes seismic and aseismic processes (earthquake rupture, aftershocks, postseismic slip, background seismicity, interseismic loading, foreshocks, nucleation) + other aseismic fault processes: slow slip events

slide-3
SLIDE 3

Earthquake cycle simulations Galvez et al (2014)

Earthquake cycle modeling

Luo and Ampuero

slide-4
SLIDE 4

Historical seismicity in the Peru subduction zone (Villegas-Lanza et al 2016)

slide-5
SLIDE 5

Villegas-Lanza et al (2016) Geodetic data (GPS) Inferred seismic coupling

slide-6
SLIDE 6

Why model the earthquake cycle?

  • To study the earthquake cycle:
  • Interpret geodetic observations in the framework of current friction laws
  • Infer friction properties from geodetic observations
  • Develop implications of new friction laws
  • Add physics-based constraints on seismic hazard assessment
slide-7
SLIDE 7

Why model the earthquake cycle?

Example: infer friction properties from geodetic observations (Ceferino et al 2019) Observational constraint: seismic coupling map inferred from GPS data Rate-and-state earthquake cycle modeling

Tuning friction parameters à Family of plausible models

slide-8
SLIDE 8

Why model the earthquake cycle?

Example: Add physics-based constraints on seismic hazard assessment (Ceferino et al 2019) Observations Models constrained by observations Model statistics Effect on hazard map

slide-9
SLIDE 9

Fault slip induced by fluid injection Rate-and-state friction + pressure diffusion modeling (Larochelle et al 2019 in prep.) Aseismic slip Episodic seismic slip

Why model aseismic slip?

slide-10
SLIDE 10

Why model the earthquake cycle?

  • To get “initial stresses” for earthquake simulations that are

mechanically consistent with long-term processes

  • Dynamic rupture simulations of single earthquakes (previous lectures)

assume initial stresses arbitrarily

  • Earthquake cycle models provide stresses organized spontaneously

throughout the long-term activity of the fault (multiple earthquakes)

slide-11
SLIDE 11

Dynamic model of the 2016 Mw 7.8 Kaikoura earthquake A rupture cascade on weak faults

Ulrich, Gabriel, Ampuero, Xu (2018)

slide-12
SLIDE 12

Loading of natural faults

Stress concentration

Fault loaded by deep creep

W d

  • w

i n s k y

slide-13
SLIDE 13

2015 2015, , Mw 7.8 .8 Gorkha, , Nepal l earthquake

Seismic coupling inferred from 20 years of GPS data Ader et al (2012) Stressing rate

slide-14
SLIDE 14

Extracted from Jiang and Lapusta’s dynamic earthquake cycle simulations. Slip velocity: Locked Aseismic Seismic Average stress Peak slip velocity

slide-15
SLIDE 15

Nucleation Propagation Arrest

Intermediate-size event unzipping part of the lower edge of the coupled zone (Junle Jiang, Caltech)

Pre-stress

slide-16
SLIDE 16

Basic earthquake cycle problem

  • Ingredients:
  • Fault embedded in an elastic crust
  • Fault zone is thin: slip on a pre-existing surface
  • Fault geometry is prescribed and fixed
  • The relation between fault stress and slip is governed by a friction law
  • Initial state
  • Tectonic loading (remote or creep) + other transient loading
  • Mathematical formulation:
  • Linear elasticity equations
  • Non-linear boundary conditions (friction)
  • Initial conditions
  • Outputs:
  • Spatio-temporal evolution of slip (on each fault point, at each time) over

time scales that span several earthquake cycles

  • Seismicity patterns
  • Surface deformation
slide-17
SLIDE 17

Example questions addressed by earthquake multi-cycle modeling

  • Earthquake nucleation:
  • How much precursory aseismic slip is expected?
  • Where do earthquakes tend to nucleate?
  • How does a fault respond to external stimuli (tides, waves, fluids)?
  • Earthquake rupture:
  • Is this fault seismic or aseismic?
  • How fast does a slow slip event migrate?
  • How does slip and rupture duration scale with earthquake size?
  • How to start a single-earthquake dynamic rupture simulation?
  • Seismicity patterns:
  • How does seismicity organize in a fault network?
  • How do tremors migrate?
  • How are foreshocks related to aseismic slip?
slide-18
SLIDE 18

Quasi-DY DYNamic earthquake simulator

https://github.com/ydluo/qdyn

slide-19
SLIDE 19

QDYN is an open-source software for earthquake cycle modeling Hosted in Github https://github.com/ydluo/qdyn

slide-20
SLIDE 20

We welcome your feedback! User support: post an “issue” on Github, the team will address it

slide-21
SLIDE 21
slide-22
SLIDE 22

Model assumptions: rheology of the crust

  • Linear elastic half-space
  • Uniform elastic properties or a low rigidity layer around the fault
  • Thermal/fluid diffusion within the fault zone
  • Missing: heterogeneous media, viscosity, plasticity/damage
slide-23
SLIDE 23

Model assumptions: fault geometry

  • Slip on pre-existing surfaces:

inelastic deformation localized in infinitely thin fault planes

  • Currently in QDYN: single fault with

prescribed depth-dependent dip, fixed rake

  • Future version: arbitrary fault

geometry (non-planar faults, network of multiple faults)

Galvez et al (PAGEOPH 2019)

slide-24
SLIDE 24

Model assumptions: Quasi-dynamic approximation

  • Fault embedded in an elastic crust

à linear elastodynamics equations (F=ma & Hooke’s law)

  • Quasi-dynamic approximation: includes only dynamic stress changes due to

waves radiated in the direction normal to the fault plane (“radiation damping”, Rice 1993) Δ" = − % 2'( )

  • Convenient: lower computational cost and program complexity

à simulation of multiple earthquake cycles with many fault cells

  • Generally adequate approximation.
  • Quantitative differences: smaller stress drop, rupture speed and slip velocity than fully

dynamic simulations.

  • Qualitative differences if friction has severe velocity-weakening (Thomas et al 2014)
slide-25
SLIDE 25

Radiation damping: derivation

A plane S wave with particle displacement ! " − $/&' propagating in the direction $ normal to a fault plane carries the following dynamic shear stress change (Hooke’s law + chain rule): ( = * +! +$ = − * &' +! +" Next to the fault, displacement = half slip : +! +" = , 2 Hence, ./ = − 0 123 4 More generally, for SH waves radiated at an angle 5 from the fault normal: Δ( = − * 2&' , cos(5)

slide-26
SLIDE 26

Model assumptions: rate-and-state friction

Phenomenological friction law developed from lab experiments at low velocity ! " = $(&, () = $∗ + , log & &∗ + 0 log &∗( 1 non-linear viscosity + evolution effect State evolution law, several flavors: Ageing law ̇ ( = 1 −

56 7

Slip law ̇ ( = −

56 7 log 56 7

Stability of slip depends on the sign of (a-b):

  • , − 0 > 0 : velocity strengthening, stable
  • , − 0 < 0 : velocity weakening, potentially unstable

Evolution of friction coefficient during velocity step experiment

slide-27
SLIDE 27

Variant with two velocity cut-offs !

" and ! #:

$ !, & = $∗ − * log 1 + !

"

! + 0 log 1 + !

#&

1 Apparent a− a−b =

4566 4789: is not constant, it depends on

: Weakening at low slip rate ! ≪ !

#

Strengthening at intermediate slip rate V" ≫ ! ≫ !

#

àslow slip events

Model assumptions: rate-and-state friction

10

−12

10

−10

10

−8

10

−6

10

−4

0.44 0.46 0.48 0.5 0.52 0.54 0.56 0.58 Slip Velocity (m/s) Steady State Friction b=0.01 a=0.009 v1=0.01 v2=1.0e−10m/s v2=1.0e−09m/s v2=1.0e−08m/s v2=1.0e−07m/s

slide-28
SLIDE 28

Model assumptions: initial conditions

  • Need to prescribe slip velocity V and state

variable θ at t=0

  • The long-term behavior of the fault does not

strongly depend on this initial condition

  • Usual procedure:

1. Give an initial “kick” to the system such that

!(#)%(#) &

> 1 2. Run several “warm-up cycles” to erase the effect of the arbitrary initial conditions

S t e a d y

  • s

t a t e

slide-29
SLIDE 29

Model assumptions: tectonic loading

  • Fault extends infinitely beyond the

seismogenic zone

  • Fault is driven by
  • steady creep (constant slip velocity)
  • n its deeper extension
  • + imposed displacements far from the

fault

  • + arbitrary external loads, e.g.
  • scillatory loading induced by tides,

fluid injection

slide-30
SLIDE 30

Formulation: spring-block system

  • Equation of motion:

! " = −%& " − ' ( " − ()*+, " where ! =shear stress at the base of the block, (, & = displacement and velocity of the block ()*+, = loading point displacement % = ./212= impedance ' = stiffness of the spring

  • Friction:

!(") = 56(&, 7) ̇ 7 = 9(&, 7)

  • Eq. 1
  • Eq. 2
  • Eq. 3

()*+,(")

slide-31
SLIDE 31

Formulation: time integration

Reduction to a system of Ordinary Differential Equations Set Eq. 1 = Eq. 2 and take the time derivative: ̇ " = − %& ", ( + * " − "+,-. % /0 /" ", ( + 1 + equation 3 ̇ ( = &(", ()) Standard ODE form: ̇ 4 = 0(4) where 4 = (", () Given initial conditions " 0 and ( 0 , solve the ODE system to get " 6 and ((6). Standard ODE solvers, e.g. Runge-Kutta with adaptive time step

  • Eq. 4
slide-32
SLIDE 32

Typical spring-block cycle

Rubin and Ampuero (2005)

S t e a d y

  • s

t a t e Steady-state

slide-33
SLIDE 33

Typical spring-block cycle

Rubin and Ampuero (2005)

Steady-state

Steady-state

̇ " = − %& ", ( + * " − "+,-. % /0 /" ", ( + 1 Denominator = direct effect + radiation damping = 2% 3 + 4 267 The two effects are comparable if 3 ≈ 2 2% 4 67

slide-34
SLIDE 34

Formulation: two spring-blocks system

  • System of equations of motion:

!" = $%" − '"" (" − ()*+, − '"- (- − ()*+, !- = $%- − '-- (- − ()*+, − '-" (" − ()*+, elastic coupling between blocks

  • Define . = (%", 1", %-, 1-)
  • The rest is the same …
slide-35
SLIDE 35

Formulation: continuum fault

  • Boundary element method: fault discretized by a grid of N

rectangular cells

  • System of N equations of motion:

!" = −%&" − ∑( )"( *( − *+,-. elastic coupling (all to all)

  • )"( is the stress on cell i due to a unit slip on cell j
  • The matrix ) is computed analytically (Okada’s formulas)
  • The rest is the same
  • The matrix multiplication )* dominates the computational cost
  • Speed-up of )* computation by FFT in regular grids, by H-matrix

in non-regular grids

slide-36
SLIDE 36

Resolution length

Smallest length of the problem: minimum slip localization length and the size of the process zone at the rupture tip. For the ageing law: !" = $%&/() To guarantee good numerical resolution the cell size Δ+ must be much smaller than !"

Distance along fault Rubin and Ampuero (2005)

Log(V) !"

slide-37
SLIDE 37

Resolution length

Smallest length of the problem: minimum slip localization length and the size of the process zone at the rupture tip. For the ageing law: !" = $%&/() To guarantee good numerical resolution the cell size Δ+ must be much smaller than !"

Distance along fault Rubin and Ampuero (2005)

∼ !" ∼ !"

slide-38
SLIDE 38

Resolution length

Smallest length of the problem: minimum slip localization length and the size of the process zone at the rupture tip. For the ageing law: !" = $%&/() To guarantee good numerical resolution the cell size Δ+ must be much smaller than !"

Distance from the rupture tip normalized by !" Rubin and Ampuero (2005)

∼ !" Slip / L

slide-39
SLIDE 39

Process zone in rate-and-state friction

From lecture 3: process zone size Λ" ≈ 2%&'/ )* − ),

  • Rate-and-state behaves as slip-weakening near

the rupture front, with equivalent properties: .' = 0 ln 3/3∗ ≈ 20 0 )* − ), ≈ 67 ln 3/3∗ &' ≈ 1 2 670 ln 3 3∗

  • à Process zone size:

Λ" ≈ %0 67 = 09

Rubin and Ampuero (2005)

Larger velocity jump Slip / L

slide-40
SLIDE 40

Slip law: ̇ " = −%"/' log %"/' +, ≈ ' Λ/ ≈ '0/ log

1 1∗

It shrinks à more challenging to resolve Ageing law: ̇ " = 1 − %"/' +, = ' ln %/%∗ Λ/ ≈ 5' 67 = '0 Slip / L Slip / L

Two flavors of rate-and-state friction

slide-41
SLIDE 41

Two flavors of rate-and-state friction

Ageing and slip laws predict radically different nucleation processes

slide-42
SLIDE 42

Other important lengths

!" =

$% &'( ) = & &'( !&

(Rice, 1993, also called ℎ∗) !, = -!

& &'( .) = & &'( /

!& (Rubin and Ampuero, 2005) Do not confuse process zone with the other characteristic sizes, they are larger!

Log(V)

Distance along fault Distance along fault

Log(V)

slide-43
SLIDE 43

An isolated brittle asperity (v-weakening) within a creeping fault (v-strengthening). Constant slip velocity Vbackground imposed far from the asperity.

Position along-strike Time normalized by Dc/ Vbackground Log(V/ Vbackground )

Example: brittle asperity isolated in a creeping fault zone

slide-44
SLIDE 44

Example: brittle asperity isolated in a creeping fault zone

Asperity size

seismic slow slip

aseismic

Maximum slip velocity

slide-45
SLIDE 45

Migrating swarms: asperity interactions mediated by creep transients

The asperity breaks It triggers a migrating aseismic transient Influence radius

slide-46
SLIDE 46

Migrating swarms: asperity interactions mediated by creep transients

Quasi-dynamic 3D simulations with

  • K. Ariyoshi (JAMSTEC)

Cascading failure of a population of brittle asperities à Tremor swarm

slide-47
SLIDE 47

Sl Slow slip p and nd tremor migr gration n pa patterns ns

7 km/day Non-volcanic tremor migration patterns in Cascadia, USA Tremor migrates slowly along strike ( ~10 km/day) tracking the front of the slow slip event Episodic tremor swarms propagate backwards, faster ( ~ 100 km/day)

Houston et al (2010) Days

slide-48
SLIDE 48

Simulations of slow slip and tremor

QDYN model of slow slip and tremor

Luo and Ampuero Rapidal Tremor Reversals

  • bserved in Cascadia

Houston et al (2010)

≈8 km/day Model