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フルテキストURLKJ00000155640.pdf ( 675.2KB ) 公開日 2010-04-19
タイトルアスファルト混合物の配合について
タイトルヨミアスファルト コンゴウブツ ノ ハイゴウ ニツイテ
タイトル別表記On the Proportion of Asphalt Mixtures
作成者樋渡, 正美
上田, 満
作成者ヨミヒワタリ, マサミ
ウエダ, ミツル
作成者別表記Hiwatashi, Masami
Ueda, Mitsuru
作成者所属山口大学工学部
内容記述(抄録等)The asphalt pavements are classified into asphalt concrete, topeka, sheet asphalt etc. by the maximum grain size of using aggregate and also sectioned coarse-graded type, dense-graded type, one-sized type etc. by the difference of its grading. As the grain size and grading of aggregate give essentially the great influence on the nature of asphalt pavement i.e. stability, durability, flexibility and skid-resistance, the most adequate type of pavement becomes practically to be selected according to the object of construction. Then the best proportion of asphalt mixture comes into question and up to this time many suggestions have been exhibited due to the past experiences or various studies. Nevertheless, the conclusive point on this problem is not able to be obtaind yet. Writers have taken notice of Talbot's formula P=100×(d/D)^n being said to produce the maximum density and made the test pieces of asphalt mixture with the different grading aggregate by means of varying its maximum grain size D and exponent n. After performing Marshal test for them, it is tried to investigate the results from all directions. This is the report on it.
本文言語jpn
主題土木工学
資料タイプtext
ファイル形式application/pdf
出版者山口大学工学部
出版者ヨミヤマグチ ダイガク コウガクブ
NII資料タイプ紀要論文
ISSN0372-7661
NCIDAN00244228
学内刊行物(紀要等)山口大学工学部研究報告
掲載誌名山口大学工学部研究報告
掲載誌名別表記Memoirs of the Faculty of Engineering, Yamaguchi University
18
3
開始ページ39
終了ページ47
発行日1967
著者版/出版社版出版社版
備考本文データは国立情報学研究所において電子化したものである
リポジトリIDKJ00000155640
地域区分山口大学
URIhttp://www.lib.yamaguchi-u.ac.jp/yunoca/handle/KJ00000155640