mp,ex,1,3e10 !支护结构材料属性，单位Pa
mp,prxy,1,0.28
mp,dens,1,2400
TB,DP,1,,,
tbdata,1,1.2e6,42
mp,ex,2,2e7 !杂填土
mp,prxy,2,0
mp,dens,2,1900 !材料密度，单位kg/m3
TB,DP,2,,,
tbdata,1,0.015e6,10
mp,ex,3,2e7 !粘性土
mp,prxy,3,0.29
mp,dens,3,1950
TB,DP,3,,,
tbdata,1,0.025e6,20
mp,ex,4,5e7 !开挖土体1的材料属性
mp,prxy,4,0.28
mp,dens,4,2400
TB,DP,4,,,
tbdata,1,0.027e6,27
mp,ex,8,5e7 !强风化岩
mp,prxy,8,0.28
mp,dens,8,2200
TB,DP,8,,,
tbdata,1,0.027e6,27
mp,ex,9,3e8 !中风化岩
mp,prxy,9,0.27
mp,dens,9,2400
TB,DP,9,,,
tbdata,1,0.4e6,38
mp,ex,10,2e10 !围岩材料属性（弱风化岩）
mp,prxy,10,0.24 !泊松比，无单位
mp,dens,10,2800
TB,DP,10,,,
tbdata,1,1e6,40
ansys运行到加重力静定分析的时候，提示弱风化岩的参数不对，运行不了，求高手指点一下怎么取参数才合理
谢谢
