| 國立臺灣科技大學 |
2010 |
Three-dimensional numerical analysis and performance of deep excavation with cross walls and buttress walls
|
Hsieh P.-G.; Lin Y.-L.; Ou C.-Y. |
| 國立臺灣科技大學 |
2010 |
Reliability of CPT ic as an index for mechanical behaviour classification of soils
|
Ku C.S.; Juang C.H.; Ou C.Y. |
| 國立臺灣科技大學 |
2010 |
Corner effects in deep excavations-establishment of a forecast model for taipei basin T2 zone
|
Wu C.H.; Ou C.Y.; Tung N. |
| 國立臺灣科技大學 |
2010 |
Probabilistic framework for assessing liquefaction hazard at a given site in a specified exposure time using standard penetration testing
|
Juang C.H.; Ou C.-Y.; Lu C.-C.; Luo Z. |
| 國立臺灣科技大學 |
2010 |
Performance and analysis of pumping tests in a gravel formation
|
Ou C.-Y.; Chen S.-H. |
| 國立臺灣科技大學 |
2010 |
Electro-osmotic chemical treatments: Effects of Ca2+ concentration on the mechanical strength and pH of kaolin
|
Chang H.-W.; Krishna P.G.; Chien S.C.; Ou C.Y.; Wang M.K. |
| 國立臺灣科技大學 |
2010 |
Evaluation of clay constitutive models for analysis of deep excavation under undrained conditions
|
Lim A.; Ou C.-Y.; Hsieh P.-G. |
| 國立臺灣科技大學 |
2010 |
A novel electroosmotic chemical treatment technique for soil improvement
|
Chien S.-C.; Ou C.-Y.; Lee Y.-C. |
| 國立臺灣科技大學 |
2010 |
Fully probabilistic framework for evaluating excavation-induced damage potential of adjacent buildings
|
Juang C.H.; Schuster M.; Ou C.-Y; Phoon K.K. |
| 國立臺灣科技大學 |
2010 |
Performance of excavations with cross walls
|
Ou C.-Y.; Hsieh P.-G.; Lin Y.-L. |
| 國立臺灣科技大學 |
2010 |
A study on the development of anisotropic shear modulus for soft clay during the K0 Consolidation
|
Teng F.-C.; Ou C.-Y. |
| 國立臺灣科技大學 |
2010 |
Reliability-based design for basal heave in an excavation considering spatial variability
|
Wu S.-H.; Ou C.-Y.; Ching J.; Juang C.H. |
| 國立臺灣科技大學 |
2010 |
Reliability of CPT I-c as an index for mechanical behaviour classification of soils
|
Ku, C.S.;Juang, C.H.;Ou, C.Y. |
| 國立臺灣大學 |
2009-12 |
Injection of saline solutions to improve the electro-osmotic pressure and consolidate foundation soil
|
Chien, S.C.; Ou, C.Y.; Wang, M.K. |
| 國立臺灣科技大學 |
2009 |
Soil improvement using electroosmosis with the injection of chemical solutions: Field tests
|
Ou C.-Y.; Chien S.-C.; Chang H.-H. |
| 國立臺灣科技大學 |
2009 |
On the enhancement of electroosmotic soil improvement by the injection of saline solutions
|
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
|
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
|
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
|
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
|
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
|
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
|
Hsieh P.G.; Kung T.C.; Ou C.Y. |
| 國立臺灣科技大學 |
2001 |
Soil liquefaction
|
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. |
