臺灣學術機構典藏系統 (Taiwan Academic Institutional Repository, TAIR)

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	2019臺灣學術機構典藏研討會
	機構典藏系統RC7版本已發佈

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	臺大學術典藏NTU Scholars

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Institution	Date	Title	Author
國立成功大學	2017	Investigating the Association between Alcohol and Risk of Head and Neck Cancer in Taiwan	Huang, C.-C.;Hsiao, J.-R.;Lee, W.-T.;Lee, Y.-C.;Ou, C.-Y.;Chang, Chang C.-C.;Lu, Y.-C.;Huang, J.-S.;Wong, T.-Y.;Chen, K.-C.;Tsai, S.-T.;Fang, S.-Y.;Wu, J.-L.;Wu, Y.-H.;Hsueh, W.-T.;Yen, C.-J.;Wu, S.-Y.;Chang, J.-Y.;Lin, C.-L.;Wang, Y.-H.;Weng, Y.-L.;Yang, H.-C.;Chen, Y.-S.;Chang, J.S.
國立臺灣科技大學	2016	A study of soil improvement using electro-osmotic microbial injection	Chien, S.-C;Ou, C.-Y;Hsieh, P.-G.
國立臺灣科技大學	2016	A study of failure mechanisms of deep excavations in soft clay using the finite element method	Do, T.-N;Ou, C.-Y;Chen, R.-P.
國立臺灣科技大學	2016	Efficiency of excavations with buttress walls in reducing the deflection of the diaphragm wall	Hsieh, P.-G;Ou, C.-Y;Hsieh, W.-H.
國立臺灣科技大學	2016	Simplified approach to estimate the maximum wall deflection for deep excavations with cross walls in clay under the undrained condition	Hsieh, P.-G;Ou, C.-Y.
國立臺灣科技大學	2016	2015 TGS geotechnical lecture: Finite element analysis of deep excavation problems	Ou, C.-Y.
國立臺灣科技大學	2016	Evaluation of buttress wall shapes to limit movements induced by deep excavation	Lim, A;Hsieh, P.-G;Ou, C.-Y.
國立成功大學	2015-03	Genetic polymorphisms in the prostaglandin pathway genes and risk of head and neck cancer	Lee, W-T; Huang, C-C; Chen, K-C; Wong, T-Y; Ou, C-Y; Tsai, S-T; Yen, C-J; Fang, S-Y; Lo, H-I; Wu, Y-H; Hsueh, W-T; Yang, M-W; Lin, F-C; Hsiao, J-R; Huang, J-S; Chang, J-Y; Chang, K-Y; Wu, S-Y; Lin, C-L; Wang, Y-H; Weng, Y-L; Yang, H-C; Chang, J. S.
國立臺灣科技大學	2015	Mechanism of soil cementation by electroosmotic chemical treatment	Ou, C.-Y.;Chien, S.-C.;Yang, C.-C.;Chen, C.-T.
國立臺灣科技大學	2015	A study of the effects of electrode spacing on the cementation region for electro-osmotic chemical treatment	Ou, C.-Y.;Chien, S.-C.;Liu, R.-H.
國立臺灣科技大學	2015	Lessons learned in design of an excavation with the installation of buttress walls	Hsieh, P.-G.;Ou, C.-Y.;Lin, Y.-K.;Lu, F.-C.
國立臺灣科技大學	2015	Simplified reliability-based design of wall displacements for excavations in soft clay considering cross walls	Wu, S.-H.;Ching, J.;Ou, C.-Y.
國立臺灣科技大學	2015	Failure investigation at a collapsed deep excavation in very sensitive organic soft clay	Chen, R.P.;Li, Z.C.;Chen, Y.M.;Ou, C.Y.;Hu, Q.;Rao, M.
國立臺灣科技大學	2015	Soil improvement of electroosmosis with the chemical treatment using the suitable operation process	Chien, S.-C.;Teng, F.-C.;Ou, C.-Y.
國立臺灣科技大學	2015	Soil improvement using electroosmosis with the suitable operation process: Field test	Chien, S.-C.;Teng, F.-C.;Ou, C.-Y.;Hsiehc, P.-G.
國立臺灣科技大學	2015	Finite element analysis of failure of deep excavations in soft clay	Ou, C.-Y;Do, T.-N.
國立臺灣科技大學	2015	A study of the efficiency of excavations with the installation of buttress walls in reducing the wall deflection	Hsieh, P.-G;Hsieh, W.-H;Ou, C.-Y;Chien, S.-C.
國立臺灣科技大學	2014	A comprehensive evaluation of strength and modulus parameters of a gravelly cobble deposit for deep excavation analysis	Khoiri, M.;Ou, C.-Y.;Teng, F.-C.
國立臺灣科技大學	2014	Probabilistic observational method for estimating wall displacements in excavations	Wu, S.-H.;Ching, J.;Ou, C.-Y.
國立臺灣科技大學	2014	Electro-osmotic chemical treatment of clay with interbedded sand	Chien, S.-C.;Ou, C.-Y.;Lo, W.-W.
國立臺灣科技大學	2014	Measurements and numerical simulations of inherent stiffness anisotropy in soft Taipei Clay	Teng, F.-C.;Ou, C.-Y.;Hsieh, P.-G.
國立臺灣科技大學	2014	Calibration of model uncertainties in base heave stability for wide excavations in clay	Wu, S.-H.;Ou, C.-Y.;Ching, J.
國立臺灣科技大學	2014	Calibration of model uncertainties in base heave stability for wide excavations in clay	Wu, S.-H.;Ou, C.-Y.;Ching, J.
國立臺灣科技大學	2013	Application of electroosmotic chemical treatment to improve soft clay in practice	Chien, S.-C.;Ou, C.-Y.;Hsieh, P.-G.
國立臺灣科技大學	2013	Soil improvement using electro-osmotic chemical treatment with harmonic waves	Chien, S.C.;Ou, C.-Y.;Teng, F.-C.

Showing items 61-85 of 130 (6 Page(s) Totally)
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