| 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. |
