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Showing items 121-130 of 130 (6 Page(s) Totally) << < 1 2 3 4 5 6 > >> View [10|25|50] records per page
| 國立臺灣科技大學 |
2009 |
On the enhancement of electroosmotic soil improvement by the injection of saline solutions
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Ou C.-Y.; Chien S.-C.; Wang Y.-G. |
| 國立臺灣科技大學 |
2009 |
Development of time dependent stress-strain simulation of clay
|
Ou C.-Y.; Liu C.-C.; Chin C.-K. |
| 國立臺灣科技大學 |
2009 |
Injection of saline solutions to improve the electro-osmotic pressure and consolidation of foundation soil
|
Chien S.-C.; Ou C.-Y.; Wang M.-K. |
| 國立臺灣科技大學 |
2009 |
Modeling small-strain behavior of Taipei clays for finite element analysis of braced excavations
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Kung G.T.-C.; Ou C.-Y.; Juang C.H. |
| 國立臺灣科技大學 |
2008 |
Using buttress walls to reduce excavation-induced movements
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Ou, C.-Y.;Teng, F.-C.;Seed, R.B.;Wang, I.-W. |
| 國立臺灣科技大學 |
2008 |
Analysis and design of partial ground improvement in deep excavations
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Ou, C.-Y.;Teng, F.-C.;Wang, I.-W. |
| 國立臺灣科技大學 |
2008 |
Basal heawe analysis of excawations with consideration of anisotropic undrained strength of clay
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Hsieh, P.-G.;Ou, C.-Y.;Liu, H.-T. |
| 國立臺灣科技大學 |
2005 |
Analysis of upheave failure induced by deep excavation using the finite element method
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Kung T.C.; Ou C.Y.; Tang Y.G. |
| 國立臺灣科技大學 |
2005 |
Simulation of stress-strain curve under undrained condition with small strain stiffness of clay considered
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Hsieh P.G.; Kung T.C.; Ou C.Y. |
| 國立臺灣科技大學 |
2001 |
Soil liquefaction
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Stewart, J.P.;Chu, D.B.;Seed, R.B.;Ju, Ju J.-W.;Perkins, W.J.;Boulanger, R.W.;Chen, Y.-C.;Ou, C.-Y.;Sun, J.;Yu, M.-S. |
Showing items 121-130 of 130 (6 Page(s) Totally) << < 1 2 3 4 5 6 > >> View [10|25|50] records per page
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