The Okada  model calculates analytical solution for surface deformation due to shear and tensile faults in an elastic half-space. This model is widely used to simulate ground deformation produced by local perturbation like tectonic faults (earthquakes) or volcanic dykes (magmatic intrusion). Given rectangular fault geometry (length, width, depth, strike, dip) and 3-component dislocation amplitude (rake, slip and open), it computes the displacements, tilts and strains at the free-surface.
The proposed Matlab script is a literal transcription of the Okada's equations, except that it is transposed in a geographical referential (East, North, Up), where the fault is defined by a strike angle relative to the North, and dislocation parameters are given by: rake, slip and opening (instead of U1, U2, U3), following Aki & Richards  definition. All coordinates and depth are relative to fault centroid. Lamé's constants λ and μ are replaced by Poisson's ratio ν (with a default value of 0.25 for isotropic medium), since the equations are independent of other elastic parameters. The equations are also vectorized for (x,y) coordinates and all input parameters except dip angle.
To check the consistency of numerical calculations, run the script okada85_checklist.m, a transcription of table 2 cases 2, 3, and 4 checklist from [Okada, 1985] paper (needs also the roundsd.m function).
See help for further details, syntax, example, and script comments for technical details.
Hello,great code for deformation on surface.And in my case the rupture is on a finite fault which has some rectangular subfaults, The rake and slippage for each subfault is different.I wonder how to deal with this problem in my case, To get the displacement on the whole fault through which way? Please advise me on this.very thank you.
Great code! thank
no entiendo por que me marca un error cuando hago [UE, ONU, uZ] = okada85 (E, N,14000,193,24,600000,200000,81,11.0586, 0);
After making comparison with Okada's code revised in 2002 by himself, I find that this MATLAB version works well as Okada's ! Thank you!
Great code! For deformation on surface, there are 9 independent variables to give for users. But maybe one should note that: uZN=-uNZ, uZE=-uEZ, (uNN+uEE)/u(ZZ)=(1-nu)/nu on free surface without stress. And these equations can be easily given by constitutive relation on free surface.
(nu is Poisson's ratio, uZZ is strain in z direction)
Hello,I'am puzzled about how to get E,N when the code is used for InSAR measurements:
[uE,uN,uZ] = okada85(E,N,14000,193,24,600000,200000,81,11.0586,0) ;
Case of the 2011, Mw 9.0 Tohoku earthquake
Mo = µ D S
µ = 30 GPa (elastic shear modulus)
S = 600000 m * 200000 m (fault surface)
log10(M0) = 1.5 * Mw + 9.1
Mw = 9.0
obtained: D = 11.0586 m
% Observation coordinate at GEONET GPS station (#0175)
[uE,uN,uZ] = okada85(E,N,14000,193,24,600000,200000,81,11.0586,0)
got the the solution:
uE = 4.0607
uN = -1.8354
uZ = -0.4523
The GPS data from the ARIA team at JPL and Caltech (version 2.0) for the station:
uE = 4.0394
uN = -1.612
uZ = -0.6559
very clean coding.
fixes a problem with K1 function (tilt) when DIP=90. Thanks to Halldor Geirsson.
- allows vectorization of RAKE, SLIP and OPEN
Corrects another bug in the plot figure.
Bug correction on fault centroid exact position. Add optional plot and example.
Coordinates are now relative to fault centroid (instead of middle top edge). This is more convenient for earthquake hypocenter use.
ATTENTION: correction of 3 errors in some equations (functions I1, K2 and uyy_tf) affecting some component values. Now the function fits all the numerical values of Okada's checklist cases 2, 3 and 4. Thanks to Dmitry Nikolski for his contribution.
Corrects some output arguments description in the help (inversion of uN and uE), and better explanation of input arguments.
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