STUDY ON THE RELATIVE EQUATION BETWEEN SUBGRADE CBR AND ELASTIC MODULUS
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- IKEDA Akane
- 日本道路株式会社 生産技術本部 技術部
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- YMANAKA Kohichi
- 日本大学 理工学部 交通システム工学科
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- TAKEUCHI Yasushi
- 東京農業大学 地域環境科学部
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- KAWABATA Shinichiro
- 北海道科学大学 工学部 都市環境学科
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- SEKINE Etsuo
- 株式会社HRC研究所 東京事務所
Bibliographic Information
- Other Title
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- 路床CBRと弾性係数の関係式に関する検討
Abstract
<p> The Subcommittee on Pavement Materials of the Committee on Pavement Engineering of the Japan Society of Civil Engineers conducted CBR testing and resilient modulus testing using sandy soil as simultaneous tests to study the strength and deformation characteristics of subgrade soils. The results showed that not only the moisture ratio but also the dry density had a significant effect on CBR, since its variation at the same dry density was great. Resilient modulus was also found to be greatly affected by dry density and moisture ratio as in the case of CBR. The relationship between CBR and elastic modulus was examined in domestic and foreign studies, including the results of this study, and it was found that the elastic modulus was widely distributed within the regression line of 5×CBR to 20×CBR for the same CBR.</p>
Journal
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- Journal of Japan Society of Civil Engineers, Ser. E1 (Pavement Engineering)
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Journal of Japan Society of Civil Engineers, Ser. E1 (Pavement Engineering) 78 (2), I_240-I_247, 2023
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390013718459542912
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- ISSN
- 21856559
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
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- Abstract License Flag
- Disallowed