算抗滑桩支护边坡报错，大佬们求教 [复制链接]

zone cmodel assign mohr-coulomb range group 'huachuang'
zone property young 21.5e6 poisson 0.29 fric 25 cohesion 22e3 ten 0 dens 2000 range group 'huachuang'
zone cmodel assign mohr-coulomb range group 'huati'
zone property young 22.4e6 poisson 0.27 fric 30 cohesion 13e3 ten 0 dens 2200 range group 'huati'
zone cmodel assign elastic range group 'z'
zone cmodel assign elastic range group 'ct'
zone property young 6e16 poisson 0.2 dens 2550 range group 'z'
zone property young 6e16 poisson 0.2 dens 2550 range group 'ct'
zone face apply velocity-normal 0 range group 'east' or 'west'
zone face apply velocity-normal 0 range group 'north' or 'south'
zone face apply velocity-normal 0 range group 'bottom'
model gravity 10
zone initialize-stresses total
model save 'initia55'
model factor-of-safety ratio-local 1e-3
model save 'shishi'

报错显示是倒数第二行；---------------------------
FLAC3D 6.00 Command Processing Error
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Zone 1 using model Isotropic Elastic does not support property scaling.
    While processing line 15 of file C:/Users/duzehui/Desktop/shishi/jisuan.f3dat.
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OK  
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只接触过flac3.0版，6.0的话你看一下手册。

用的强度折减法么？默认要用摩尔库伦强度模型哦。你有一个zone用的不是摩尔库伦强度模型，而是各向同性弹性模型，这样就会报错。解决方法：
1、建议可以将桩身设置成摩尔库伦强度模型，设置一个较大的c、φ值；
2、用fish编一个强度折减计算程序。