Meyerhof ' s ultimate bearing capacity formula 梅耶霍夫极限承载力公式
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Nobel : medicine : otto fritz meyerhof 诺贝尔生理学或医学奖
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Meyerhof - hanna method to estimate the ultimate bearing capacity of foundations on two - layered subsoils was improved 在此基础上总结、归纳出了符合实际的，在不同条件下适用的承载力计算模式。
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First , the generalized elastic theory is employed into in single pile analysis . the degeneration solution is accordant with poulos " results . analyzing the load - displacement behavior of the battered pile , the results agree well with meyerhof ' s model experiments and zhanglm ' s centrifuge experiments 对于直桩，退化为弹性理论的计算结果同poulos的结果一致，退化为荷载传递法与他人的结果基本吻合；然后研究了斜桩的荷载-变形特性，把公式用于计算meyerhof的模型试验以及zhanglm的离心机试验的荷载-位移关系，发现同试验结果吻合较好。
