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Ou, Chang-Yu, Teng, Fu-Chen, Wang, I-Wen (2008) Analysis and design of partial ground improvement in deep excavations. Computers and Geotechnics, 35. 576-584 doi:10.1016/j.compgeo.2007.09.005

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Reference TypeJournal (article/letter/editorial)
TitleAnalysis and design of partial ground improvement in deep excavations
JournalComputers and Geotechnics
AuthorsOu, Chang-YuAuthor
Teng, Fu-ChenAuthor
Wang, I-WenAuthor
Year2008 (July)Volume35
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2007.09.005Search in ResearchGate
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Mindat Ref. ID1005512Long-form Identifiermindat:1:5:1005512:8
GUID0
Full ReferenceOu, Chang-Yu, Teng, Fu-Chen, Wang, I-Wen (2008) Analysis and design of partial ground improvement in deep excavations. Computers and Geotechnics, 35. 576-584 doi:10.1016/j.compgeo.2007.09.005
Plain TextOu, Chang-Yu, Teng, Fu-Chen, Wang, I-Wen (2008) Analysis and design of partial ground improvement in deep excavations. Computers and Geotechnics, 35. 576-584 doi:10.1016/j.compgeo.2007.09.005
In(2008, July) Computers and Geotechnics Vol. 35 (4) Elsevier BV

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Harahap, Syiril Erwin, Ou, Chang-Yu (2020) Finite element analysis of time-dependent behavior in deep excavations. Computers and Geotechnics, 119. 103300 doi:10.1016/j.compgeo.2019.103300
Abdi, Ari Surya, Ou, Chang-Yu, Teng, Fuchen (2024) Effect of cross wall on the strut forces for braced excavations in clays. Computers and Geotechnics, 171. 106344 doi:10.1016/j.compgeo.2024.106344
Do, Tuan-Nghia, Ou, Chang-Yu, Chen, Ren-Peng (2016) A study of failure mechanisms of deep excavations in soft clay using the finite element method. Computers and Geotechnics, 73. 153-163 doi:10.1016/j.compgeo.2015.12.009
Ou, Chang-Yu, Hsieh, Pio-Go, Lin, Yi-Lang (2013) A parametric study of wall deflections in deep excavations with the installation of cross walls. Computers and Geotechnics, 50. 55-65 doi:10.1016/j.compgeo.2012.12.009
Kung, Gordon Tung-Chin, Ou, Chang-Yu, Juang, C. Hsein (2009) Modeling small-strain behavior of Taipei clays for finite element analysis of braced excavations. Computers and Geotechnics, 36. 304-319 doi:10.1016/j.compgeo.2008.01.007
Khoiri, Mohamad, Ou, Chang-Yu (2013) Evaluation of deformation parameter for deep excavation in sand through case histories. Computers and Geotechnics, 47. 57-67 doi:10.1016/j.compgeo.2012.06.009
Zheng, Chen, Franza, Andrea, Jimenez, Rafael (2023) Analysis of floating and end-bearing pile foundations affected by deep-excavations. Computers and Geotechnics, 153. 105075 doi:10.1016/j.compgeo.2022.105075
Lim, Aswin, Ou, Chang-Yu, Hsieh, Pio-Go (2019) An innovative earth retaining supported system for deep excavation. Computers and Geotechnics, 114. 103135 doi:10.1016/j.compgeo.2019.103135
Yoo, Chungsik, Lee, Dongyeob (2008) Deep excavation-induced ground surface movement characteristics – A numerical investigation. Computers and Geotechnics, 35. 231-252 doi:10.1016/j.compgeo.2007.05.002
Ou, Chang-Yu, Hsieh, Pio-Go (2011) A simplified method for predicting ground settlement profiles induced by excavation in soft clay. Computers and Geotechnics, 38. 987-997 doi:10.1016/j.compgeo.2011.06.008
Lim, Aswin, Hsieh, Pio-Go, Ou, Chang-Yu (2016) Evaluation of buttress wall shapes to limit movements induced by deep excavation. Computers and Geotechnics, 78. 155-170 doi:10.1016/j.compgeo.2016.05.012
 
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