摘要
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。
The results of prototype observation of the first stage sea bank of Qinshan nuclear power station on deformation, pore water pressure from January 1984 to June 1993 are presented comprehensively in this paper. Not only verified reliability of the geologic prospecting and design, but also explained safety and rationality of the optimum programming adopted in the construction stage.
关键词
变形
孔隙水压力
原型观测
海堤
堤岸
deformation, pore water pressure, prototype observation, sea bank
