關鍵字查詢 | 類別:會議論文 | | 關鍵字:柔性路面撓度指標與結構特性

[第一頁][上頁]1[次頁][最末頁]目前在第 1 頁 / 共有 02 筆查詢結果
序號 學年期 教師動態
1 87/1 土木系 張德文 教授 會議論文 發佈 柔性路面撓度指標與結構特性 , [87-1] :柔性路面撓度指標與結構特性會議論文柔性路面撓度指標與結構特性Deflection Indices and Structural Conditions of Flexible Pavements張德文; Chang, Der-wen; 張記恩; Chang,Chi-en淡江大學土木工程學系鋪面;撓度指標;數據分析;pavement;deflection index;data interpretation臺北市:中華民國結構工程學會中華民國第四屆結構工程研討會論文集(一)=Proceedings of the 4th National Conference on Structural Engineering,頁477-484中華民國結構工程學會; 中國土木水利工程學會; 臺灣科技大學營建系暨研究所本文針對非破壞性撓度試驗之穩態撓度與衝擊撓度試驗,以動力分析為基礎,建立符合台灣地區柔性鋪面狀況之撓度指標評估表。該評估表除能概括一般由經驗與統計架構而設立之撓度指標法則外,其對鋪面各層材料狀況的掌握將更為詳盡。由分析實驗顯示,該撓度指標可監控道路加鋪之結構改善,並說明結構體的弱層;其評估結果亦與動力回算相似,兩者合併運用將使撓度法應用更為確實。;New deflection indices representing for the qualitative structural capacity of flexible pavements are studied with dynamic stress analysis for steady state and impulsive nondestructive deflection tests on pavements. It is found that the layer condition can be verified more accurately from this suggestion than conventional ones. With the verifications on experimental deflections, rehabilitation efficiency of overlay construction is revealed, and the weak layer is s
2 87/1 土木系 張記恩 助教 會議論文 發佈 柔性路面撓度指標與結構特性 , [87-1] :柔性路面撓度指標與結構特性會議論文柔性路面撓度指標與結構特性Deflection Indices and Structural Conditions of Flexible Pavements張德文; Chang, Der-wen; 張記恩; Chang,Chi-en淡江大學土木工程學系鋪面;撓度指標;數據分析;pavement;deflection index;data interpretation臺北市:中華民國結構工程學會中華民國第四屆結構工程研討會論文集(一)=Proceedings of the 4th National Conference on Structural Engineering,頁477-484中華民國結構工程學會; 中國土木水利工程學會; 臺灣科技大學營建系暨研究所本文針對非破壞性撓度試驗之穩態撓度與衝擊撓度試驗,以動力分析為基礎,建立符合台灣地區柔性鋪面狀況之撓度指標評估表。該評估表除能概括一般由經驗與統計架構而設立之撓度指標法則外,其對鋪面各層材料狀況的掌握將更為詳盡。由分析實驗顯示,該撓度指標可監控道路加鋪之結構改善,並說明結構體的弱層;其評估結果亦與動力回算相似,兩者合併運用將使撓度法應用更為確實。;New deflection indices representing for the qualitative structural capacity of flexible pavements are studied with dynamic stress analysis for steady state and impulsive nondestructive deflection tests on pavements. It is found that the layer condition can be verified more accurately from this suggestion than conventional ones. With the verifications on experimental deflections, rehabilitation efficiency of overlay construction is revealed, and the weak layer is s
[第一頁][上頁]1[次頁][最末頁]目前在第 1 頁 / 共有 02 筆查詢結果