Cart is empty
The link was sent to your email.
We were unable send the link to your email. Please check your email.
Missing captcha code. Please check whether your browser is not blocking reCAPTCHA.
Invalid captcha code. Please try again.
桩底地基土的刚度由Winkler模型参数C1确定。C1由桩底处地基土的变形模量Edef和泊松比ν计算得到的。同时,C1的值和桩底地基土的变形计算深度也有关。
桩底弹簧的刚度由下式计算得到:
其中:
A
-
桩底截面面积