我写了一个分层土边坡的FLAC命令流,可是计算不出结果,运行了十几个小时还没结果,现在把它发出来,请各位大侠帮我看看毛病,谢谢了:) J[}j8x?r
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new odL*_<Z
;*****几何模型***** &am<_Tn*3
impgrid Flacmodel_haitang.Flac3D gR/?MJ(v
plot block group SOPair <r
plot add axes red )W_akUL
set gravity 0,0,-9.81 y=Eb->a){
group soil range group 1 any #y&5pP:@
group rock range group 2 any ByE@4+9
;施加边界约束条件 ShQ! '[J
fix x y z rang y -0.1 0.1 TQ![
fix z range x 0 212 z -0.1 0.1 e6*,MnqBh
fix x range x -0.1 0.1 z 0 130 JV,h1/a("
fix z range x 0 212 z 129.9 130.1 papMC"<g$
fix x range x 211.9 212.1 z 0 130 r7R39#
;通过弹性求解生成初始应力场 n+
H2cl }
model elas \hBzQ%0
pro bulk 1e10 she 1e10 range group soil BJ_"FG
pro bulk 1e10 she 1e10 range group rock X+{brvM<
solve fo 10 y ~-v0/
;位移和速度归零 N~b0 b;e
ini xdisp 0 ydisp 0 zdisp 0 Ca5LLG
ini xvel 0 yvel 0 zvel 0 X6}W]
;定义材料特性 j 0LZ )V
model mohr XlX t,
pro bulk 9.1e8 she 6.5e8 co 2.10e4 fric 28 ten 1e6 & F7<u1Rx]
dil 10 range group soil AP`1hz4].-
pro bulk 32.5e8 she 35.1e8 co 1.19e6 fric 45 ten 1e6 & %INkuNa8\
dil 15 range group rock du0o4~-
hist n=5 cD9U^SOS
hist unbal 60n>FQ<
plo hist 1 X!{K`~DRX
set mech ratio 1.0e-6 Y9-F\t=~
solve