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    請使用永久網址來引用或連結此文件: https://ir.lib.ncu.edu.tw/handle/987654321/99712


    題名: Variation of initial soil suction with compaction conditions for clayey soils
    作者: 黃偉慶;Yang, S.-R.;Lin, H.-D.;Huang, W.-H.
    貢獻者: 工學院土木工程學系
    關鍵詞: Clay (material);Clay soils;Covering;Filter paper;Moisture content;Saturation;Soil (material);Soil mechanics;Soil properties;Soil suction;Studies;Void ratio
    日期: 2012-09-01
    上傳時間: 2026-04-21 13:30:01 (UTC+8)
    出版者: Cambridge University Press;Cambridge, UK: Cambridge University Press
    摘要: 摘要: In this study, the initial soil suction of as-compacted clayey soils was evaluated for various compaction conditions, covering a wide range of compaction energy and molding water content. The soil specimens were prepared by impact compaction under three levels of compaction energy. The filter paper method was used to measure the initial soil suction of as-compacted specimens. Test results indicate that the relationship between the soil suction and the molding water content is bilinear under three different compaction energies. However, the effect of compaction energy on soil suction is different for the soils with different amounts of clay fraction and is elucidated by the macro soil properties. The change of soil suction due to different compaction energies can be predicted by the void ratio and the degree of saturation.
    其他題名: J. mech
    出版者: Cambridge, UK: Cambridge University Press
    出版日期: 2012-09
    出處: Journal of mechanics, 2012-09, Vol.28 (3), p.431-437
    資源來源: ABI/INFORM Collection
    版權: Copyright © The Society of Theoretical and Applied Mechanics, R.O.C. 2012
    版權: The Society of Theoretical and Applied Mechanics, R.O.C. © The Society of Theoretical and Applied Mechanics, R.O.C. 2012 2012
    版權: The Society of Theoretical and Applied Mechanics, R.O.C. 2012.
    識別號: ISSN: 1727-7191
    識別號: EISSN: 1811-8216
    識別號: DOI: 10.1017/jmech.2012.52
    顯示於類別:[土木工程學系 ] 期刊論文

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