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    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/18658

    Title: 以岩心單壓強度直接替代JCS之規模效應問題
    Other Titles: Scale Effect between the JCS and Compressive Strength of Rock Cores
    Authors: 范又升;楊長義
    Contributors: 淡江大學土木工程學系
    Keywords: 規模效應;岩心分析;抗壓強度;岩石節理面;剪力試驗;Scale Effect;Core Analysis;Compressive Strength;Rock Joint;Shear Test
    Date: 2001-08-30
    Issue Date: 2009-09-16 18:13:58 (UTC+8)
    Abstract: 於Barton節理面剪力強度公式含有JRC、ψ/sub b/、及JCS三個參數,尤其在中高應力下節瘤會發生剪斷破裂機制時,JCS之貢獻更形重要。實務上,一般常以室內NX尺度大小之岩心單壓(屬劈裂方式)強度替代之,兩者破壞機制並不儘相同,且兩者尚具有規模效應問題,故以岩心單壓強度直接代表JCS值值得進一步確認。本文以長度不等(但JRC相近)之自我相仿節理面模擬試體進行直剪試驗,依其剪力強度反求試體長度不等之節理壁材強度JCS,並與單壓強度規模效應趨勢比較。文中並提一種以剖面儀製造二維節理剖面之方法。
    According to the Barton's shear strength criterion, the value of JCS is given by the compression strength .sigma./sub c/ of a rock core. The scale effect exists in both the JCS and .sigma./sub c/. However, the failure pattern of rock cores under uniaxial compression, a split pattern, is different from the shear fracture of joint asperity. This equivalent JCS that obtained from .sigma./sub c/ is doubted. This paper uses the self-affine joint profiles (with the identical JRC) in different length to perform shear tests. Then the back-calculated JCS from the peak shear strength for the different sized joints is compared to the uniaxial strength trend. By extending the utility of profilometer, a method to cut the 2D joint profile is also proposed.
    Relation: 第九屆大地工程學術研討會論文集=Proceedings of 9th Conference on Current Researches in Geotechnical Engineering
    Appears in Collections:[Graduate Institute & Department of Civil Engineering] Proceeding

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