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港灣構造物耐震性能設計架構之 研究(4/4)

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圖 1.1 東日本大地震(碼頭的岸壁法線向海側位移)
圖 1.4 東日本大地震(大面積土壤液化)
圖 2.5  土壤之深度-折減係數關係圖  b.液化阻抗比(Cyclic Resistance Ratio,CRR)
表 2-6  圓筒式碼頭性能可接受標準  性能等級    參數  第 I 級  第 II 級  第 III 級  殘  餘  變  位  板樁 變位  正規化水平位移 d/H  <1.5%  或 d<30cm  <1.5%~5%  <5%~10% 向海側傾斜角 <3o<3o ~5o<5o ~8o岸肩  變位  岸肩沉陷量  <3~10cm  不需檢核  不需檢核 岸肩與後線陸地之沉陷差 <30~70cm 不需檢核 不需檢核  向海側傾斜角  <2
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