本研究結合鋪面撓度指標定性評估法與定量之回算分析,以顯著撓度指標和迭代回算修正撓度值做為撓度資料庫搜尋準則之依據,求取結構各層模數值;並以V ISUAL BASIC語言開發多功能視窗型回算軟體,供撓度試驗數據處理使用。 The qualitative deflection index method is incorporated with the quantitative backcalculation analysis for pavements in this study. Layer moduli of the pavements are obtainable from a data-base searching technique on significant deflection indices and modified deflections computed from iterative backcalculation. The Visual Basic language is used to establish a Windows backcalculation program utilizing to the deflection tests on pavements.
Relation:
第十屆鋪面工程學術研討會論文集=Proceedings of the 10th National Conference on Pavement Engineering Symposium,頁417-426