Midas 粘性边界-曲面弹簧-阻尼比计算

松散砂土密质砂土硬质粘土软质粘土砂岩粉质砂岩页岩大理石花岗岩

弹性模量

E

tonf/m26000006.00E+092.00E+075.00E+071.00E+072.50E+061.93E+102.63E+101.11E+105.58E+107.38E+10

泊松比

剪切模量

体积弹性系数密度阻尼比

G

CpCp(2G)ton/m30.2250000166666.66670.265306420.5600410.22.5E+0916666666672653.0614205600.410.37692307.711538461.541470198939.4960.351851851943209876.541840384258.1440.33846153.85769230.7691730152605.5750.21041666.7694444.4444140062360.95640.386.993E+092214371980721008710417.720.221.078E+10846896955522008127604.970.294.302E+09594130675524005908493.80.252.232E+1022320000000270013445891.60.22

3.025E+10

23764637002

2800

15359623.5

阻尼比重力加速度重度

CsCsGtonf/m3

257.5393779.806652.62575393.779.8066526000106337.634184591.64181571.11138188.13083832072.894869611.363213344.277762989.129202636.83