TriaxialStressController to pack particles

>No such attribute: finalMaxMutiplier

The error says it all. Use finalMaxMultiplier, since that is an attribute[1]

[1]https://yade-dem.org/doc/yade.wrapper.html#yade.wrapper.TriaxialStressController.finalMaxMultiplier

Hi Robert,
So how can I modify this error?
I still don't understand why this error occurred....
thank you

Thank you ,Robert
Then I test this code ,but it has another error.
It said ：Body larger than half of the cell size encountered.
This is my code：

from yade import pack,plot,qt,export,ymport,utils
import numpy as np
IsoSigma = -100.
O.periodic=False
#O.cell.hSize=Matrix3(0.02,0,0,0,0.02,0,0,0,0.02)
O.materials.append(FrictMat(young=1e7,poisson=0.8,frictionAngle=radians(26),density=2650,label='iregular'))
O.materials.append(FrictMat(young=1e7,poisson=0.8,frictionAngle=radians(0),density=0,label='walls'))

# create particles
sp1=pack.SpherePack()
sp1.makeCloud(maxCorner=(0.2, 0.2, 0.2), psdSizes=[0.00017, 0.000191, 0.0002285, 0.00026, 0.000292, 0.000325, 0.00035], psdCumm=[0.0, 0.1, 0.3, 0.5, 0.6, 0.9, 1], periodic=True,num=500,seed=1)
sp1.toSimulation(color=(1,0,0),material='iregular')

walls=aabbWalls([(0,0,0),(0.2,0.2,0.2)],thickness=0,material='walls')
wallIds=O.bodies.append(walls)

O.dt=0.1*PWaveTimeStep()

triax=TriaxialStressController(
                                 maxMultiplier=1.+2e4/1e7,
                                 finalMaxMultiplier=1.+2e3/1e7,
                                 thickness=0,
                                 stressMask=7,
                                 internalCompaction=False,
)

triax.wall_bottom_activated=True
triax.wall_top_activated=True
triax.wall_left_activated=True
triax.wall_right_activated=True
triax.wall_back_activated=True
triax.wall_front_activated=True

triax.goal1=triax.goal2=triax.goal3=IsoSigma
#triax.max_vel1=triax.max_vel2=triax.max_vel3=0.003
O.engines=[
 ForceResetter(),
 InsertionSortCollider([Bo1_Sphere_Aabb(),Bo1_Box_Aabb()]),
 InteractionLoop(
  [Ig2_Sphere_Sphere_ScGeom(),Ig2_Box_Sphere_ScGeom()],
     [Ip2_FrictMat_FrictMat_FrictPhys()],
     [Law2_ScGeom_FrictPhys_CundallStrack()]),
# PyRunner(command='fabric()',iterPeriod=10000),
        GlobalStiffnessTimeStepper(),
 NewtonIntegrator(damping=0.70),
        triax,
        PyRunner(iterPeriod=100,command='plotAddData1()'),
]

def plotAddData1():
        stree=untils.getStress()
 plot.addData(
  iter=O.iter,iter_=O.iter,
                sxx=stress[0][0],syy=stress[1][1],szz=stress[2][2],
                exx=O.cell.trsf[0][0],eyy=O.cell.trsf[1][1],ezz=O.cell.trsf[2][2],
                poros=porosity(),
  unbalanced=utils.unbalancedForce(),
  t=O.time,
  gWork=O.energy['gravWork'],
  Ekin=utils.kineticEnergy(),
        Etot=O.energy.total(),**O.energy
         )
        plot.saveDataTxt('macroFile1',vars=('t','exx','eyy','ezz','sxx','syy','szz','poros'))
 plot.saveDataTxt('energyFile1',vars=('t','Etot','unbalanced','gWork','Ekin'))

O.trackEnergy=True

# plotting
plot.live=True
plot.plots={'iter':('sxx','syy','szz'),'iter_':('exx','eyy','ezz'), ' iter':('unbalanced'),
            ' iter ':(O.energy.keys,None,'Etot')
}

def Finished():
 O.save('isotropicState.xml')
 print 'Finished'
 print porosity()
 O.pause()
yade.qt.Controller(), yade.qt.View()
O.run()
plot.plot(subPlots=True)

Original question solved.

Please review [1], especially point 5. Thank you.

[1]https://www.yade-dem.org/wiki/Howtoask

Thanks Robert Caulk, that solved my question.