坡体加了抗滑桩后怎么安全系数变小了?
哪位大哥帮我看一下,我的命令流如下,能不能帮我看一下对不对,怎么我算的加了抗滑桩的坡体安全系数变小了。ini state 0ini xdis 0 ydis 0 zdis 0
ini xve 0 yve 0 zve 0
selpileid 1 beg 3 172.2781 91.9589 end3 172.2781 69.9589 nseg 22
selpileid 1 beg 9 172.2781 91.9589 end9 172.2781 69.9589 nseg 22
selpileid 1 beg 15 172.2781 91.9589 end15 172.2781 69.9589 nseg 22
selpileid 1 beg 21 172.2781 91.9589 end21 172.2781 69.9589 nseg 22
selpileid 1 beg 27 172.2781 91.9589 end27 172.2781 69.9589 nseg 22
sel pile id=1 prop Emod=3.0e10 Nu=0.2 XCArea=7.5 &
XCJ=9.53 XCIy=5.63 XCIz=3.91 &
Per=11 &
CS_sK=1.3e11 CS_sCoh=0.0 CS_sFric=10.0 &
CS_nK=1.3e09 CS_nCoh=0.0 CS_nFric=30.0 CS_nGap=off
solve fos file 2_fos.sav
请问找到原因了吗?
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