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教育部委託研究計畫      計畫執行:國立臺灣大學圖書館
 
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機構 日期 題名 作者
國立高雄大學 2010 A simple model for geo-materials involving shear-induced anisotropic degradation. Weng, M.C.; Jeng, F.S.; Tsai, L.S.; Hsieh, Y.M.
國立高雄大學 2010 Numerical modeling of tunnel excavation in weak sandstone using a time-dependent anisotropic degradation model. Weng, M.C.; Tsai, L.S.; Liao, C.Y.; Jeng, F.S.
國立高雄大學 2010 An associated elastic-viscoplastic constitutive model for sandstone involving shear-induced volumetric deformation Weng, M.C.; Tsai, L.S.; Hsieh, Y.M.; Jeng, F.S.
國立高雄大學 2010 Interpretations on how the macroscopic mechanical behavior of sandstone affected by microscopic properties Jeng, F.S.; Weng, M.C.; Li, H.H.
國立高雄大學 2010 An anisotropic degradation model for weak sandstone – considering time dependent deformation Weng, M.C.; Jeng, F.S.; Liao, C.Y.; Tsai, L.S.
國立臺灣科技大學 2010 A SIMPLE MODEL FOR GEO-MATERIALS INVOLVING SHEAR-INDUCED AN ISOTROPIC DEGRADATION Weng, M.C.;Jeng, F.S.;Tsai, L.S.;Hsieh, Y.M.
國立臺灣大學 2010 An associated elastic–viscoplastic constitutive model for sandstone involving shear-induced volumetric deformation Weng, M.C.; Tsai, L.S.; Hsieh, Y.M.; Jeng, F.S.
國立臺灣大學 2010 Numerical modeling of tunnel excavation in weak sandstone using a time-dependent anisotropic degradation model Weng, M.C.; Tsai, L.S.; Liao, C.Y.; Jeng, F.S.
臺大學術典藏 2010 Numerical modeling of tunnel excavation in weak sandstone using a time-dependent anisotropic degradation model Weng, M.C.;Tsai, L.S.;Liao, C.Y.;Jeng, F.S.; Weng, M.C.; Tsai, L.S.; Liao, C.Y.; Jeng, F.S.
國立臺灣大學 2009 Measures solving tunnel suffered from harsh water inrush Wang, T. T.; Jeng, F. S.; Lo,W.
國立臺灣大學 2009 Profile-image method for measuring tunnel profile – Improvements and procedures Wang, T. T.; Jaw, J. J.; Hsu, C. H.; Jeng, F. S.
國立東華大學 2008 Application and validation of profile:image method for measuring deformation of tunnel wall 張有和; Chang, Y. H.;Wang, T. T.;Jaw, J. J.;Jeng, F. S.
國立高雄大學 2008 A simple model for stress-induced anisotropic softening of weak sandstones Weng, M.C; Jeng, F.S.; Hsieh, Y.M.; Huang, T.H.
國立高雄大學 2008 Time-dependent deformation behaviors of weak sandstone Tsai, L.S; Hsieh, Y.M.; Weng, M.C.; Huang, T.H.; Jeng, F.S.
國立臺灣科技大學 2008 Interpretations on how the macroscopic mechanical behavior of sandstone affected by microscopic properties-Revealed by bonded-particle model Hsieh, Y.-M.;Li, H.-H.;Huang, T.-H.;Jeng, F.-S.
國立臺灣科技大學 2008 A simple model for stress-induced anisotropic softening of weak sandstones Weng, M.C.;Jeng, F.S.;Hsieh, Y.M.;Huang, T.H.
國立臺灣科技大學 2008 Time-dependent deformation behaviors of weak sandstones Tsai, L.S.;Hsieh, Y.M.;Weng, M.C.;Huang, T.H.;Jeng, F.S.
國立臺灣大學 2008 Application and validation of profile-image method for measuring deformation of tunnel wall Wang, T.T.; Jaw, J.J.; Chang, Y.H.; Jeng, F.S.
國立臺灣大學 2008 Time-dependent deformation behaviors of weak sandstones Tsai, L. S.; Hsieh, Y.M.; Weng, M.C.; Huang, T.H.; Jeng, F.S.
臺大學術典藏 2008 Time-dependent deformation behaviors of weak sandstones Tsai, L. S.; Hsieh, Y.M.; Weng, M.C.; Huang, T.H.; Jeng, F.S.; Tsai, L. S.; Hsieh, Y.M.; Weng, M.C.; Huang, T.H.; Jeng, F.S.
國立臺灣大學 2007-05 The deformation of overburden soil induced by thrust faulting and its impact on underground tunnels Lin, M. L.; Chung, C.F.; Jeng, F.S.; Yao, T. C.
國立高雄大學 2007 A Constitutive Model for Elastic Visco-plastic Behavior of Weak Sandstones Weng, M.C.; Tsai, L.S.; Jeng, F.S.; Lin, M.L.
國立高雄大學 2007 A Constitutive Model for Elastic Visco-plastic Behavior of Weak Sandstones Weng, M.C.; Tsai, L.S.; Jeng, F.S.; Lin, M.L.
國立臺灣大學 2007 Inference of trishear-faulting processes from deformed pregrowth and growth strata Lin, Ming-Lang; Wang, C.P.; Chen, W.S.; Yang, C.N.; Jeng, F.S.
國立臺灣大學 2007 Factors affecting transpression folding inferred from the numerical analysis Jeng, F. S.; Lu, Cha-Yu; Huang, Kuo-Ping

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