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以我国两座开敞式重力墩码头的靠船墩和系船墩为例，考虑了变量间的相关关系，采用校准法对码头的抗滑和抗倾稳定进行了可靠度分析，并提出了有关的分项系数值，为港口工程技术规范修订提供依据。
Taking the piers and piers of two open-style gravity piers in China as an example, the reliability of the anti-skid and anti-roll stability of the pier was analyzed by the calibration method considering the correlation between variables. The relevant sub-coefficient values provide the basis for revision of port engineering specifications.