[计算分析] 陈老师书上14章的第一个例题 [+3~wpU(p
例题, 老师例题, 老师 "8R\!i.
陈老师书上14章第一个例题,在求边坡安全系数的时候为什么将土体设置为弹塑性模型(model mohr) 1\LK[tvh
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n Y![//tg
;=================================== KkPr08
;建立网格模型 m^%Xl@V:c-
gen zone brick & eFz!`a^dX
p0 0 0 0 p1 2 0 0 p2 0 0.5 0 p3 0 0 3 size 3 1 3 JfVGs;_,
gen zone brick & nK>D& S_!
p0 2 0 0 p1 20 0 0 p2 2 0.5 0 p3 2 0 3 & ( jtkY_
size 17 1 3 ratio 1.03 1 1 omZ
bn
gen zone brick & w<me(!-'
p0 2 0 3 p1 20 0 3 p2 2 0.5 3 p3 12 0 13 & a-Ne!M[
p4 20 0.5 3 p5 12 0.5 13 p6 20 0 13 & &B@qb?UE1
p7 20 0.5 13 size 17 1 17 ratio 1.03 1 1 *<l9d
;==================================== 'l41];_
;设置边界条件 |W;EPQ+<
fix x y z range z -0.1 0.1 EWp'zbWP
fix x range x 19.9 20.1 )A*Sl2ew
fix x range x -0.1 0.1 IfF&QBi
fix y Mw{skK>b
;==================================== D]zpG
;初始地应力的生成 ^SJa/I EZ.
model elas {3kI~s
prop density 2000 bulk 3e9 shear 1e9 n,o;:c
set gravity 0 0 -10.0 5imqZw
solve >YP]IQ
ini xdisp 0 ydisp 0 zdisp 0 L~} 2&w
ini xvel 0 yvel 0 zvel 0 _^Lg}@t
;=================================== G{{Or
;安全系数求解 }ej-Lu,b3
model mohr 5:x .<
prop density 2000 bulk 1.0e8 shear 3.0e7 & Fwfe5`9'
coh 12380.0 tens 1.0e6 fric 20 dila 20 fH[:S9@
solve fos file slope3dfos1.sav associated n 7m!