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1984年1月～1993年6月，秦山核电厂一期海堤的变形、孔隙水压力原型观测资料的整理分析表明，它不仅验证了地质勘查资料和设计的可靠性，还解释了海堤在施工期所采用的各项优化设计的安全合理性。
From January 1984 to June 1993, the deformation and pore-water pressure prototype observation data of the first phase of Qinshan NPP showed that it not only verified the reliability of geological survey data and design, but also explained that seawall The safety and rationality of each optimized design used in construction period.