[计算分析] 陈老师书上14章的第一个例题 _ZJP]5
例题, 老师例题, 老师 HxkhlNB
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) @6\8&(|
=ahD'*R^A
n -gzk,ymp
;=================================== )s!x)< d;
;建立网格模型 C,Ch6Ph
gen zone brick & $} ~:x_[
p0 0 0 0 p1 2 0 0 p2 0 0.5 0 p3 0 0 3 size 3 1 3 ,9=a(j"
gen zone brick & !?]NMf_
p0 2 0 0 p1 20 0 0 p2 2 0.5 0 p3 2 0 3 & :=-h'<D
size 17 1 3 ratio 1.03 1 1 %KqXtc`O
gen zone brick & 5)0R:
p0 2 0 3 p1 20 0 3 p2 2 0.5 3 p3 12 0 13 & 4-sUy
p4 20 0.5 3 p5 12 0.5 13 p6 20 0 13 & q$K^E
p7 20 0.5 13 size 17 1 17 ratio 1.03 1 1 {4
*ob@w*
;==================================== "S1+mSW>
;设置边界条件 oM J5;
fix x y z range z -0.1 0.1 z55P~p
fix x range x 19.9 20.1 xmbkn}@A
fix x range x -0.1 0.1 pm^[ve
fix y J PmW0wM
;==================================== J3C"W794}
;初始地应力的生成 z1s9[5
model elas &Jq?tnNd
prop density 2000 bulk 3e9 shear 1e9 B+,Z 3*
set gravity 0 0 -10.0 o: qB#8X
solve _Nlx)Y R
ini xdisp 0 ydisp 0 zdisp 0 |NL$? %I
ini xvel 0 yvel 0 zvel 0 hV_0f_Og
;=================================== q_JES4ofx
;安全系数求解 EFhe``
model mohr Nn+leM
prop density 2000 bulk 1.0e8 shear 3.0e7 & D.X%wJ8
coh 12380.0 tens 1.0e6 fric 20 dila 20 }]kzj0m
solve fos file slope3dfos1.sav associated F?3a22Zg#