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Showing items 61-85 of 153 (7 Page(s) Totally)
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| 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.
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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Jeng, F. S.; Lu, Cha-Yu; Huang, Kuo-Ping |
Showing items 61-85 of 153 (7 Page(s) Totally)
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