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臺灣學術機構典藏系統 (Taiwan Academic Institutional Repository, TAIR)
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Institution Date Title Author
臺大學術典藏 2019-12-20T08:42:34Z Application of the novel composite earth retaining structure method to urban excavations: a constructability analysis SHIH-PING HO;Ho, S.P.;Ho, S.-K.;Lim, A.;Lin, P.-Y.; Lin, P.-Y.; Lim, A.; Ho, S.-K.; Ho, S.P.; SHIH-PING HO
國立臺灣科技大學 2019 Three-dimensional numerical study of long-term settlement induced in shield tunneling Jallow, A.;Ou, C.-Y.;Lim, A.
國立臺灣科技大學 2019 A novel strut-free retaining wall system for deep excavation in soft clay: numerical study Lim, A.;Ou, C.-Y.;Hsieh, P.-G.
國立臺灣科技大學 2019 An innovative earth retaining supported system for deep excavation Lim, A.;Ou, C.-Y.;Hsieh, P.-G.
國立臺灣科技大學 2018 Case Record of a Strut-free Excavation with Buttress Walls in Soft Soil Lim, A.;Ou, C.-Y.
國立臺灣科技大學 2018 Performance and three-dimensional analyses of a wide excavation in soft soil with strut-free retaining system Lim A.; Ou C.-Y.
國立臺灣科技大學 2018 Investigation of the integrated retaining system to limit deformations induced by deep excavation Lim A.; Ou C.-Y.; Hsieh P.-G.
國立臺灣科技大學 2018 Application of the novel composite earth retaining structure method to urban excavations: a constructability analysis Lin, P.-Y.;Lim, A.;Ho, S.-K.;Ho, S.P.
國立臺灣科技大學 2018 Performance of composite buttress and cross walls to control deformations induced by excavation Lim, A.;Ou, C.-Y.
國立臺灣科技大學 2018 Case Record of a Strut-free Excavation with Buttress Walls in Soft Soil Lim, A.;Ou, C.-Y.
國立臺灣科技大學 2017 Stress paths in deep excavations under undrained conditions and its influence on deformation analysis Lim, A;Ou, C.-Y.
國立臺灣科技大學 2017 Use of rigid support system to reduce movements in deep excavations Ou C.-Y.; Lim A.; Hsieh P.-G.
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.
國立臺灣科技大學 2013 Evaluation of factors of safety against basal heave for deep excavations in soft clay using the Finite-Element Method Do, T.-N.;Ou, C.-Y.;Lim, A.
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.

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