根据复合桩基极限承载力计算模式，建立了考虑桩基-承台-地基土三者共同相互作用的可靠度极限状态方程。

According to the evaluation mode of limit bearing capacity of compound piling, a limit state equation of reliability for the interaction of associated piling, piling cap, and groundwork soil is setup.

youdao

根据复合桩基极限承载力计算模式，建立了考虑桩基-承台-地基土三者共同相互作用的可靠度极限状态方程。

According to the evaluation mode of limit bearing capacity of compound piling, a limit state equation of reliability for the interaction of associated piling, piling cap, and groundwork soil is setup.

youdao