SofteningHealing MohrCoulomb Joint Model In 3DEC
The MohrCoulomb joint model has the following deficiencies when used to model seismicity.
 The stress drop is instantaneous when slipping starts (shear strength drops instantaneously from a peak to a residual value). This means that all slip events are seismic (see Figure 1).
 Once slip has occurred, there is no way for the strength on the fault to recover back to the peak value. This means that stickslip behavior is not possible.
Formulation
The Softening Healing MohrCoulomb model is based on the standard i MohrCoulomb model, with two additions.
 When the joint starts slipping, the shear strength evolves from the peak value to the residual value over a userspecified critical slip distance \(D_c\).
 When slipping stops, the shear strength recovers instantaneously to the peak value.
There is no softening or healing for the tensile forces. The tensile strength drops instantaneously when the strength is exceeded (no softening) and the tensile strength remains at the residual value (no healing).
For a nonslipping joint, the value of cohesion and friction are the peak values. When the strength is exceeded, the strength is a function of the slip distance. When the slip distance exceeds the critical slip distance, the residual values of cohesion and friction are used. Two formulations for the evolution of shear strength are provided.
Linear
For linear softening, the shear strength is calculated by:
where \(c\) is the cohesion, \(\sigma_n\) is the normal stress, \(\phi\) is the friction angle, \(c_{resid}\) is the residual cohesion, \(\phi_{resid}\) is the residual friction angle, \(D_c\) is the critical slip distance, and \(u_s^p\) is the plastic shear displacement (slip) since the start of slipping. When slipping stops, the shear strength returns instantaneously to the peak value and \(u_s^p\) is set back to 0.
An example of a subcontact with no cohesion is shown in Figure 2.
NonLinear
For nonlinear softening, the shear strength is calculated by:
where \(\alpha\) is an exponent (> 1) that dictates the severity of the strength drop (see Figure 3).
Dilation (\(\psi\)) behaves in the same way as cohesion or friction. If a nonzero residual dilation is specified, the dilation varies according to the following equation for \(\alpha\) = 0 (linear):
For the nonlinear case, the dilation is given by:
If a value of \(\psi_{resid}\) is not provided, it defaults to \(\psi_{peak}\) .
Subcontact failure states are the same as for i MohrCoulomb Joint Model In 3DEC.
Summary of SofteningHealing MohrCoulomb Parameters
The model parameters associated with the sofdteninghealing mohrcoulomb model are summarized in Table 1. The model is accessed in 3DEC with the block contact jmodel assign
softeningmohr
command.
Parameter  Description  Keyword 

\(k_n\)  joint normal stiffness (STRESS/LENGTH)  stiffnessnormal 
\(k_s\)  joint shear stiffness (STRESS/LENGTH)  stiffnessshear 
\(\phi\)  friction angle (DEGREES)  friction 
\(\phi_{res}\)  residual friction angle (DEGREES). Defaults to phi.  frictionresidual 
\(c\)  cohesion (STRESS)  cohesion 
\(c_{res}\)  residual cohesion (STRESS). Defaults to 0.  cohesionresidual 
\(\psi\)  dilation angle (DEGREES)  dilation 
\(u_{cs}\)  shear displacement at which dilation stops (LENGTH). Default is infinity  dilationzero 
\(T_f\)  tensile strength (STRESS)  tension 
\(T_f^{res}\)  residual tensile strength (STRESS). Default is 0.  tensionresidual 
\(D_c\)  critical slip distance (LENGTH)  dc 
\(\alpha\)  exponent that dictates the severity of nonlinear stress drop  alpha 
boolean to indicate if healing is on or off (default is on)  healing 

\(\phi_{current}\)  current friction angle (DEGREES). Read only.  frictioncurrent 
\(u_s^p\)  plastic slip (LENGTH). Read only.  slip 
Example
To view this example in 3DEC, use the menu command . Choose “3DEC/ Constitutive_Models/ SHMohr_Model” and select “shmohr.prj” to load. The data files used are shown at the end of this example.
A springslider problem is simulated with three blocks as shown in Figure 4. A normal stress of 1 MPa is applied to the top surface of the slider block. A velocity of 1 mm/s is applied to the right side of the system. The model is then run until one or more slip events occurs.
The test is a simulation of a direct shear test, which consists of a single horizontal joint that is first subjected to a normal confining stress, and then to a unidirectional shear displacement. Figure 5 shows the model; the joint is defined by one contact that is composed of 10 subcontacts.
The following strength properties are assigned to the sliding joint.
Peak friction  \(\phi\)  25 degrees 
Residual friction  \(\phi_{resid}\)  20 degrees 
Critical slip distance  \(D_c\)  1 × 10^{4}, 1 × 10^{5} 
Alpha exponent  \(\alpha\)  0 (linear) 
Plots of friction on the joint, and shear velocity versus shear displacement are shown for the different values of \(D_c\) in Figure 5 to Figure 8. Velocities are plotted with the same maximum in each plot to facilitate comparison. The effect of the softening is clear, and the higher velocities observed in the model with the lower value of \(D_c\) suggest a possible criterion for differentiating seismic and aseismic slip events.
To test changing dilation, the test was run three more times: with a constant dilation of 10 degrees, with a constant dilation of 2 degrees, and with dilation evolving from 10 to 2 over a critical slip distance of \(D_c\) of 1e4. Graphs of normal displacement versus shear displacement for the three cases are shown in Figure 9.
Data Files
springslider.dat
model new
model random 10000
model config energy
model largestrain off
; slider brick
block create brick 1 1 1 1 1 1
; spring brick
block create brick 1 3 1 1 1 1
; base brick
block create brick 1.5 3.5 1.5 1.5 1.5 1
block zone gen edgelength 0.5
block zone cmodel assign el
block zone prop dens 2000 bulk 1e11 shear 0.6e11
; spring
block contact jmodel assign el
block contact prop stiffnessnormal 1e9 stiffnessshear 1e9
;sliderbase contact  mohrcoulomb with 0 friction
block hide range posx 1 1 posz 1 1
block contact jmodel assign mohr
block contact prop stiffnessnormal 1e11 stiffnessshear 1e11
block hide off
; sliding contacts
block hide range posx 1 3 posz 1 1
block contact jmodel assign softeningmohr
; joint properties
block contact prop stiffnessnormal 1e11 stiffnessshear 1e11 ...
friction 25 frictionres 20 tens 1e12 dc 1e4
block hide off
block insitu stress 0 0 1e6 0 0 0
block face apply stresszz 1e6 range posz 1
block fix range posz 1.5 1
model solve
model save 'blocks'
=====================================
block gridpoint ini disp 0 0 0
block contact reset disp
; ==== FISH for histories =====
[cxi0 = block.subcontact.near(0,0,0)]
fish def sh_mu
sh_mu = block.subcontact.prop(cxi0,'frictioncurrent')
end
block gridpoint apply velx 1.0e3 range posx 2.9 3.1
block contact his stressnorm pos 0 0 0
block contact his stressshear pos 0 0 0
block contact his disshear pos 0 0 0
; get velocity
block hide range posz 1.5 1
block his velx pos 0 0 0
block hide off
fish history sh_mu
block his fob
model save 'initial'
================================
; dc = 1e4
model rest 'initial'
his interval 100
model cyc 30000
his interval 10
model cyc 30000
model save 'springsliderdc1e4'
===========================================
; dc 1e5
model rest 'initial'
block hide range posx 1 3 posz 1 1
block contact prop dc 1e5
block hide off
his interval 100
model cyc 30000
his interval 10
model cyc 25000
model save 'springsliderdc1e5'
========================================
dilation.dat
; File to test changing dilation angle with slip
model rest 'blocks'
block gridpoint ini disp 0 0 0
block contact reset disp
block gridpoint apply velx 1.0e3 range posx 2.9 3.1
block contact his stressnorm pos 0 0 0
block contact his stressshear pos 0 0 0
block contact his disshear pos 0 0 0
block contact his disnorm pos 0 0 0
; function to compute dilation
fish def get_dilation
local cx0 = block.subcontact.near(0,0,0)
local ndis = block.subcontact.dis.norm(cx0)
local sdis = math.mag(block.subcontact.dis.shear(cx0))
global dilation = math.atan(ndis/sdis)/math.degrad
local status = io.out('Dilation = '+string(dilation))
end
model save 'initial'
; ========= dilation constant 10 =============
; set joint properties
block hide range posx 1 3 posz 1 1
block contact prop dilation 10
block hide off
his interval 100
model cyc 30000
his interval 10
model cyc 15000
[get_dilation]
his export '4' vs '3' table 'dilation10'
table 'dilation10' export 'dilation10.tab'
; ========= dilation constant 2 =============
model rest 'initial'
; set joint properties
block hide range posx 1 3 posz 1 1
block contact prop dilation 2
block hide off
his interval 100
model cyc 30000
his interval 10
model cyc 15000
[get_dilation]
his export '4' vs '3' table 'dilation2'
table 'dilation2' export 'dilation2.tab'
; ========= dilation changing from 10 to 2 =============
model rest 'initial'
; set joint properties
block hide range posx 1 3 posz 1 1
block contact prop dilation 10 dilationres 2
block hide off
his interval 100
model cyc 30000
his interval 10
model cyc 15000
[get_dilation]
his export '4' vs '3' table 'dilation_10_2'
table 'dilation10' import 'dilation10.tab'
table 'dilation2' import 'dilation2.tab'
Properties
 softeningmohr
 alpha f
An exponent (>= 1) that dictates the severity of friction drop. If
alpha
= 0, the linear friction reduction relationship is used.
 cohesion f
Joint cohesion.
 cohesionresidual f
Residual joint cohesion.
 dc f
Slip distance over which friction reduces from peak to residual friction.
 dilation f
Joint dilation angle in degrees.
 dilationzero f
Shear displacement at which joint will cease to dilate.
 friction f
Peak friction angle in degrees.
 frictioncurrent f
Current friction angle in degrees (read only).
 frictionresidual f
Residual joint friction angle in degrees.
 healing b
If set to true, friction recovers to the peak value when slipping stops. Default is true.
 slip
Plastic shear slip (read only).
 stiffnessnormal f
Joint normal stiffness (stress / distance).
 stiffnessshear f
Joint shear stiffness (stress / distance).
 tension f
Tensile strength.
 tensionresidual f
Residual joint tensile tensile.
References
Rice, J., 1983. “Constitutive relations for fault slip and earthquake instabilities,” Pure Appl. Geoph., 116, 790806, 1983.
Was this helpful? ...  3DEC © 2019, Itasca  Updated: Mar 31, 2021 