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STRENGTH AND DEFORMATION CHARACTERISTICS OF ARTIFICIAL LIGHTWEIGHT SUBBASE MATERIAL UNDER MONOTONIC AND CYCLIC LOADING
http://hdl.handle.net/10258/0002000033
http://hdl.handle.net/10258/000200003386cdf548-612c-4a43-a1fc-89c172c6fcbb
名前 / ファイル | ライセンス | アクション |
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Item type | 学術雑誌論文 / Journal Article.(1) | |||||||||||||
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公開日 | 2023-09-25 | |||||||||||||
タイトル | ||||||||||||||
言語 | en | |||||||||||||
タイトル | STRENGTH AND DEFORMATION CHARACTERISTICS OF ARTIFICIAL LIGHTWEIGHT SUBBASE MATERIAL UNDER MONOTONIC AND CYCLIC LOADING | |||||||||||||
言語 | ||||||||||||||
言語 | eng | |||||||||||||
キーワード | ||||||||||||||
言語 | en | |||||||||||||
主題Scheme | Other | |||||||||||||
主題 | subbase course material | |||||||||||||
キーワード | ||||||||||||||
言語 | en | |||||||||||||
主題Scheme | Other | |||||||||||||
主題 | cyclic loading | |||||||||||||
キーワード | ||||||||||||||
言語 | en | |||||||||||||
主題Scheme | Other | |||||||||||||
主題 | triaxial test | |||||||||||||
キーワード | ||||||||||||||
言語 | en | |||||||||||||
主題Scheme | Other | |||||||||||||
主題 | strength | |||||||||||||
キーワード | ||||||||||||||
言語 | en | |||||||||||||
主題Scheme | Other | |||||||||||||
主題 | deformation | |||||||||||||
資源タイプ | ||||||||||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||||||||||
資源タイプ | journal article | |||||||||||||
アクセス権 | ||||||||||||||
アクセス権 | open access | |||||||||||||
アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||||||||||
著者 |
ジャオ, ヤフェイ
× ジャオ, ヤフェイ
× 木幡, 行宏
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抄録 | ||||||||||||||
内容記述タイプ | Abstract | |||||||||||||
内容記述 | As roads often have a residual settlement on soft foundations, reducing the weight of the subbase course is an alternative way to solve this problem.In this study, the strength and deformation characteristics of artificial lightweight subbase course material under monotonic and cyclic loading were discussed. The specimens in the dry and optimum moisture content condition were applied cyclic loading by 10,000 cycles under three confining pressures (29.4, 49.0, and 68.6 kPa), and then the effects of cyclic loading on the strength and deformation were discussed. From the test results, it was found that the shear strength of the specimens after cyclic loading decreased in the dry condition, while the shear strength of the specimens after cyclic loading was basically unchanged in the optimum moisture content condition. And it is considered that the deformation modulus of s | |||||||||||||
言語 | en | |||||||||||||
書誌情報 |
en : Journal of Japan Society of Civil Engineers, Ser. E1 (Pavement Engineering) ja : 土木学会論文集E1(舗装工学) 巻 77, 号 2, p. I_217-I_224, ページ数 8, 発行日 2021 |
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出版者 | ||||||||||||||
言語 | ja | |||||||||||||
出版者 | 公益社団法人 土木学会 | |||||||||||||
出版者 | ||||||||||||||
言語 | en | |||||||||||||
出版者 | Japan Society of Civil Engineers | |||||||||||||
出版者版へのリンク | ||||||||||||||
ja | ||||||||||||||
10.2208/jscejpe.77.2_I_217 | ||||||||||||||
https://doi.org/10.2208/jscejpe.77.2_I_217 | ||||||||||||||
DOI | ||||||||||||||
関連タイプ | isIdenticalTo | |||||||||||||
識別子タイプ | DOI | |||||||||||||
関連識別子 | 10.2208/jscejpe.77.2_I_217 | |||||||||||||
ISSN | ||||||||||||||
収録物識別子タイプ | EISSN | |||||||||||||
収録物識別子 | 2185-6559 | |||||||||||||
権利 | ||||||||||||||
言語 | en | |||||||||||||
権利情報 | © 2021 Japan Society of Civil Engineers | |||||||||||||
権利 | ||||||||||||||
言語 | ja | |||||||||||||
権利情報 | © 2021 公益社団法人 土木学会 | |||||||||||||
著者版フラグ | ||||||||||||||
出版タイプ | VoR | |||||||||||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 |