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機構	日期	題名	作者
臺大學術典藏	2019-12-19T07:11:28Z	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.; FU-SHU JENG
臺大學術典藏	2019-12-19T07:11:28Z	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.; FU-SHU JENG
臺大學術典藏	2019-12-19T07:11:27Z	A constitutive model of sandstone considering the post peak behavior	Jeng, F.S.; Weng, M.C.; Yeh, F.H.; Yang, Y.H.; Huang, T.H.; FU-SHU JENG
國立交通大學	2019-04-02T05:58:58Z	A CONSTITUTIVE MODEL OF SANDSTONE CONSIDERING THE POST PEAK BEHAVIOR	Jeng, F. S.; Weng, M. C.; Yeh, F. H.; Yang, Y. H.; Huang, T. H.
中山醫學大學	2013-07	The impact of number of drugs prescribed on the risk of potentially inappropriate medication among outpatient older adults with chronic diseases	Weng, M.-C.; Tsai, C.-F.; Sheu, K.-L.; Lee, Y.-T.; Lee, H.-C.; Tzeng, S.-L.; Ueng, K.-C.; Chen, C.-C.; Chen, S.-C.
國立高雄大學	2011	Evaluating triggering and causative factors of landslides in Lawnon River Basin, Taiwan.	Weng, M.C.; 吳明淏; Ning, S.K.; Jou, Y.W.
國立高雄大學	2011	Life cycle design considerations of hydraulic tunnels based on inspection and maintenance cases	Wang, T.T.; Lee, C.H.; Weng, M.C.; Ho, T.Y.
國立高雄大學	2011	An Infinitesimal Eccentric Rotational Damping Model for Rolling Resistance of Circular Particles	Chang, Y.L.; Chen, T.H.; Weng, M.C.
國立高雄大學	2011	Evaluation of the Influence Factors on Landslides in the Lawnon Basin, Taiwan	Weng, M.C.; 吳明淏; Yen, C.W.; Ning, S.K.
國立臺灣科技大學	2010	A simple model for geo-materials involving shear-induced anisotropic degradation	Weng M.C.; Jeng F.S.; Tsai L.S.; Hsieh Y.M.
國立臺灣科技大學	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	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	A constitutive model for gravelly soils – considering shear-induced volumetric deformation.	Chu, B.L.; Jou, Y.W.; Weng, M.C.
國立高雄大學	2010	Mechanical properties of incineration bottom ash: the influence of composite species.	Weng, M.C.; Lin, C.L.; Ho, C.I.
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	Landslide evolution of Lawnon River basin induced by Typhoons.	Weng, M.C.; Ning, S.K.; 吳明淏
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.
義守大學	2009/07/06	Reliability analysis and hygro-thermo-mechanical design for MEMS-based pressure sensor	Hsu, H.C. ; Chu, L.M. ; Shieh, W.L. ; Weng, M.C. ; Hsu, F.R.
國立高雄大學	2009-09	Bearing Capacity Evaluation of Shallow Foundations using the Distinct Element Method	Weng, M.C.; 童士恒; Yu, C.C.; Ho, C.I.
國立臺灣科技大學	2009	Economic evaluation model for post-earthquake bridge repair/rehabilitation: Taiwan case studies	Cheng M.-Y.; Wu Y.-W.; Chen S.-J.; Weng M.-C.
國立高雄大學	2009	Microscopic characteristics of problematic Tertiary sandstone as revealed by grain-wide local deformation	Weng, M.C.; Tung, S.H.; Shih, M.H.
國立高雄大學	2009	The microscopic mechanism associated with mechanical behaviour of sandstone – using bonded particle model	Weng, M.C.; Li, H.H.
國立高雄大學	2009	Bearing capacity evaluation of shallow foundation from distinct element method	Weng, M.C.; Tung, S.H.; Yu, C.C.; Ho, C.I.
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.
國立高雄大學	2008	Influence of fine soil properties on deformation characteristics of gravelly soils	Chu, B.L.; Jou, Y.W.; Weng, M.C.
國立高雄大學	2008	Characterizing the deformation behavior of weak sandstone from micro-vision	Weng, M.C.; Tung, S.H.; Shih, M.H.; Yu, C.C.
國立高雄大學	2008	The failure mechanism of a concrete cube	Yu, C.C.; Tung, S.H.; Weng, M.C.
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	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	An application of Borehole Acoustic Televiewer and Double Packer System to the study of Hydraulic Properties of Fractured Rocks: A Case Study in Kauhsiung, Taiwan	Hsu, S.M.; Chung, M.C.; Ku, C.Y.; Tan, C.H.; Weng, M.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.
國立臺灣大學	2007	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	2005	Characterizing the deformation behavior of Tertiary sandstones	Weng, M.C; Jeng, F.S.; Huang, T.H.; Lin, M.L.
國立臺灣大學	2005	Characterizing the Deformation Behavior of Tertiary Sandstones	Weng, M.C.; Jeng, F.S.; Huang, T.H.; Lin, M.L.
國立臺灣大學	2005	An Elastic/Viscoplastic Constitutive Equations for Soft Rock	Weng, M.C.; Tsai, L.S.; Jeng, F.S.; M.L. Lin
大葉大學	2004-09	Experimental and Numerical Study of Separation Angle for the Laminar Flow around a Circular Cylinder	Wu, C.Y;Yen, R.H;Weng, M.C;Wang, A,B
國立高雄大學	2004	Influence of petrographic parameters on geotechnical properties of Tertiary sandstones from Taiwan	Jeng, F.S.; Weng, M.C.; Lin, M.L.; Huang, T.H.
國立高雄大學	2004	An Elastic/Viscoplastic Constitutive Equations for Soft Rock	Weng, M.C.; Tsai, L.S.; Jeng, F.S.; Lin, M.L.
國立臺灣大學	2004	Influence of petrographic parameters on geotechnical properties of tertiary sandstones from Taiwan	Jeng, F.S.; Weng, M.C.; Lin, M.L.; Huang, T.H.
國立臺灣大學	2004	Characterizing the deformation behavior of Tertiary sandstone	Jeng, F.S.; Weng, M.C.; Huang, T.H.; Lin, M.L.

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