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    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/18640


    Title: 非連續性節理岩橋之剪力強度預測
    Authors: 李建勳;楊長義
    Contributors: 淡江大學土木工程學系
    Keywords: 不連續變形;節理;岩橋;岩體;剪力強度;趨動因子;尖峰位移;砂岩;Discontinuous Deformation;Joint;Rock Bridge;Rock Mass;Shear Strength;Mobilization Factor;Peak Displacement;Sandstone
    Date: 1996-12-12
    Issue Date: 2009-09-16 18:13:03 (UTC+8)
    Publisher: 臺北市:臺灣大學
    Abstract: 本文以石膏及水之混合物為模擬岩石材料,製作非連續性節理岩石試體,試驗中共採用連續度為0、0.5、0.8及1.0四種試體,進行直接剪力試驗,以求得非連續性節理岩石剪力破壞時之尖峰剪位移。其次利用尖峰剪位移之關係分析節理剪力強度趨動因子,再以趨動因子反求預測節理岩橋之剪力強度,並經由石膏及砂岩之試驗結果檢核其適用性。
    Relation: 一九九六岩盤工程研討會論文集=Proceeding of 1996 Taiwa Rock Engineering Symposium,頁531-540
    Appears in Collections:[土木工程學系暨研究所] 會議論文

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