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Winkler-Pasternak弹性地基模型竖向平衡方程:
其中:
c1, c2
-
Winkler-Pasternak系数(双参数弹性地基模型)
w
竖向挠度
fz
作用在地基上的竖向荷载
该软件也可由地基变形参数或岩土材料沉降参数计算Winkler-Pasternak系数C1, C2。