Report - 逢甲大學參訪簡報 - fcu.edu.t1 : 1 . 5 5.48 6.78 175KG/CM2混凝土坡面工t=20cm 4.33 鋪塊石∮≒25cm @10m伸縮縫一處 （斜線表示） 1 : 2 1: 0. 2.00 2 0.30 3.70

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