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Luo, Zhe, Atamturktur, Sez, Juang, C. Hsein, Huang, Hongwei, Lin, Ping-Sien (2011) Probability of serviceability failure in a braced excavation in a spatially random field: Fuzzy finite element approach. Computers and Geotechnics, 38. 1031-1040 doi:10.1016/j.compgeo.2011.07.009

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Reference TypeJournal (article/letter/editorial)
TitleProbability of serviceability failure in a braced excavation in a spatially random field: Fuzzy finite element approach
JournalComputers and Geotechnics
AuthorsLuo, ZheAuthor
Atamturktur, SezAuthor
Juang, C. HseinAuthor
Huang, HongweiAuthor
Lin, Ping-SienAuthor
Year2011 (December)Volume38
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2011.07.009Search in ResearchGate
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Mindat Ref. ID1005930Long-form Identifiermindat:1:5:1005930:0
GUID0
Full ReferenceLuo, Zhe, Atamturktur, Sez, Juang, C. Hsein, Huang, Hongwei, Lin, Ping-Sien (2011) Probability of serviceability failure in a braced excavation in a spatially random field: Fuzzy finite element approach. Computers and Geotechnics, 38. 1031-1040 doi:10.1016/j.compgeo.2011.07.009
Plain TextLuo, Zhe, Atamturktur, Sez, Juang, C. Hsein, Huang, Hongwei, Lin, Ping-Sien (2011) Probability of serviceability failure in a braced excavation in a spatially random field: Fuzzy finite element approach. Computers and Geotechnics, 38. 1031-1040 doi:10.1016/j.compgeo.2011.07.009
In(2011, December) Computers and Geotechnics Vol. 38 (8) Elsevier BV

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Luo, Zhe, Atamturktur, Sez, Cai, Yuanqiang, Juang, C. Hsein (2012) Reliability analysis of basal-heave in a braced excavation in a 2-D random field. Computers and Geotechnics, 39. 27-37 doi:10.1016/j.compgeo.2011.08.005
Hsein Juang, C., Luo, Zhe, Atamturktur, Sez, Huang, Hongwei (2013) Bayesian Updating of Soil Parameters for Braced Excavations Using Field Observations. Journal of Geotechnical and Geoenvironmental Engineering, 139 (3). 395-406 doi:10.1061/(asce)gt.1943-5606.0000782
Liu, Zhifeng, Juang, C. Hsein, Atamturktur, Sez (2013) Confidence level-based robust design of cantilever retaining walls in sand. Computers and Geotechnics, 52. 16-27 doi:10.1016/j.compgeo.2013.03.001
Luo, Zhe, Atamturktur, Sez, Cai, Yuanqiang, Juang, C. Hsein (2012) Simplified Approach for Reliability-Based Design against Basal-Heave Failure in Braced Excavations Considering Spatial Effect. Journal of Geotechnical and Geoenvironmental Engineering, 138 (4). 441-450 doi:10.1061/(asce)gt.1943-5606.0000621
Luo, Zhe, Atamturktur, Sez, Juang, C. Hsein (2013) Bootstrapping for Characterizing the Effect of Uncertainty in Sample Statistics for Braced Excavations. Journal of Geotechnical and Geoenvironmental Engineering, 139 (1). 13-23 doi:10.1061/(asce)gt.1943-5606.0000734
Wang, Lei, Hwang, Jin Hung, Luo, Zhe, Juang, C. Hsein, Xiao, Junhua (2013) Probabilistic back analysis of slope failure – A case study in Taiwan. Computers and Geotechnics, 51. 12-23 doi:10.1016/j.compgeo.2013.01.008
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
Gong, Wenping, Luo, Zhe, Juang, C. Hsein, Huang, Hongwei, Zhang, Jie, Wang, Lei (2014) Optimization of site exploration program for improved prediction of tunneling-induced ground settlement in clays. Computers and Geotechnics, 56. 69-79 doi:10.1016/j.compgeo.2013.10.008
Khoshnevisan, Sara, Gong, Wenping, Hsein Juang, C., Atamturktur, Sez (2015) Erratum for “Efficient Robust Geotechnical Design of Drilled Shafts in Clay Using a Spreadsheet” by Sara Khoshnevisan, Wenping Gong, C. Hsein Juang, and Sez Atamturktur. Journal of Geotechnical and Geoenvironmental Engineering, 141 (2). 8214001pp. doi:10.1061/(asce)gt.1943-5606.0001254
Gong, Wenping, Zhao, Chao, Juang, C. Hsein, Tang, Huiming, Wang, Hui, Hu, Xinli (2020) Stratigraphic uncertainty modelling with random field approach. Computers and Geotechnics, 125. 103681pp. doi:10.1016/j.compgeo.2020.103681
Huang, Hongwei, Gong, Wenping, Khoshnevisan, Sara, Juang, C. Hsein, Zhang, Dongming, Wang, Lei (2015) Simplified procedure for finite element analysis of the longitudinal performance of shield tunnels considering spatial soil variability in longitudinal direction. Computers and Geotechnics, 64. 132-145 doi:10.1016/j.compgeo.2014.11.010
 
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