頁籤選單縮合
題名 | 臺灣地區柔性路面厚度設計方法之探討=The Evaluation of Flexible Pavement Design Methods in Taiwan |
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作者姓名(中文) | 林商裕; | 書刊名 | 朝陽學報 |
卷期 | 1 1996.06[民85.06] |
頁次 | 頁319-343 |
分類號 | 442.155 |
關鍵詞 | 柔性路面; GI值; CBR值; R值; Mr值; Flexible pavement; GI value; CBR value; R value; Mr value; |
語文 | 中文(Chinese) |
中文摘要 | 本省之道路、公路,百分之九十以上均採用柔性路面,而柔性路面厚度之設計, 其設計參數(交通量、路基土壤強度、材料特性、環境因素)非為定數,因考慮因素的不同 ,因此設計方法很多,僅本省常採用之設計方法即不下十種,經過慎重之考慮選擇(1)、 GI 值設計法( AI 法, 1956 )(2)、美國懷俄明州公路局修正 CBR 值設計法(3)、 AASHTO 設計法( 1972 )(4)、省公路局 R 值設計法(5)、 Mr 值設計法( AI 法, 1981 ); 五種設計方法除加以詳細介紹外並討論比較,找出五種方法於本省之適用性;回 饋實際設計作業應用上。 |
英文摘要 | In Taiwan, over 90 percent highway pavements are the flexible pavements. The design parameters used to design the thickness of the flexible pavements such as the amount of traffic, the strength of subgrade soil, the characteristic of meterials, and the factor of environment are not constant. Due to the different factors of consideration, therefore, various design methods were developed for the purpose of design pavement. Meanwhile, around 10 different design methods were used in Taiwan highway system. For the comparison purpose, five best design methods are chosen and reported in this research, and these five design metheds are (1)、 GI Value Method (AI, 1956) (2)、 CBR Value Design Method (3)、AASHTO Design Method (1972) (4)、R Value Design Method (5)、Mr Value Design Method (AI, 1981); In this paper, the discussions and comparisons were made between there five suggested methods. In addition, the decision and suggestion will be made from these five design methods for different application of design. |
本系統之摘要資訊系依該期刊論文摘要之資訊為主。