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Tropeano, Giuseppe, Chiaradonna, Anna, d'Onofrio, Anna, Silvestri, Francesco (2019) A numerical model for non-linear coupled analysis of the seismic response of liquefiable soils. Computers and Geotechnics, 105. 211-227 doi:10.1016/j.compgeo.2018.09.008

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Reference TypeJournal (article/letter/editorial)
TitleA numerical model for non-linear coupled analysis of the seismic response of liquefiable soils
JournalComputers and Geotechnics
AuthorsTropeano, GiuseppeAuthor
Chiaradonna, AnnaAuthor
d'Onofrio, AnnaAuthor
Silvestri, FrancescoAuthor
Year2019 (January)Volume105
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2018.09.008Search in ResearchGate
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Mindat Ref. ID1007452Long-form Identifiermindat:1:5:1007452:1
GUID0
Full ReferenceTropeano, Giuseppe, Chiaradonna, Anna, d'Onofrio, Anna, Silvestri, Francesco (2019) A numerical model for non-linear coupled analysis of the seismic response of liquefiable soils. Computers and Geotechnics, 105. 211-227 doi:10.1016/j.compgeo.2018.09.008
Plain TextTropeano, Giuseppe, Chiaradonna, Anna, d'Onofrio, Anna, Silvestri, Francesco (2019) A numerical model for non-linear coupled analysis of the seismic response of liquefiable soils. Computers and Geotechnics, 105. 211-227 doi:10.1016/j.compgeo.2018.09.008
In(2019) Computers and Geotechnics Vol. 105. Elsevier BV

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Tropeano, G., Chiaradonna, A., D'Onofrio, A., Silvestri, F. (2016) An innovative computer code for 1D seismic response analysis including shear strength of soils. Géotechnique, 66 (2). 95-105 doi:10.1680/jgeot.sip.15.p.017
Hasheminezhad, Araz, Bahadori, Hadi (2019) Seismic response of shallow foundations over liquefiable soils improved by deep soil mixing columns. Computers and Geotechnics, 110. 251-273 doi:10.1016/j.compgeo.2019.02.019
Chiaradonna, Anna, Tropeano, Giuseppe (2024) An updated simplified pore water pressure model for loosely coupled effective stress analyses. Japanese Geotechnical Society Special Publication, 10 (59) 2280-2284 doi:10.3208/jgssp.v10.p1-15
Wang, Xuelai, Xu, Chengshun, Yan, Guanyu, Zhong, Zilan, Zhang, Zihong (2024) A three-dimensional numerical simulation method for seismic nonlinear response of underground structure in liquefiable site and analysis of structural damage. Computers and Geotechnics, 165. 105895 doi:10.1016/j.compgeo.2023.105895
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Liu, Huabei, Song, Erxiang (2005) Seismic response of large underground structures in liquefiable soils subjected to horizontal and vertical earthquake excitations. Computers and Geotechnics, 32. 223-244 doi:10.1016/j.compgeo.2005.02.002
Basile, Francesco (2015) Non-linear analysis of vertically loaded piled rafts. Computers and Geotechnics, 63. 73-82 doi:10.1016/j.compgeo.2014.08.011
Zou, You-Xue, Zhang, Jian-Min, Wang, Rui (2020) Seismic analysis of stone column improved liquefiable ground using a plasticity model for coarse-grained soil. Computers and Geotechnics, 125. 103690pp. doi:10.1016/j.compgeo.2020.103690
Yu, Jia-ke, Wang, Rui, Zhang, Jian-Min (2022) Importance of liquefaction resistance and fabric anisotropy simulation capability of constitutive models for liquefiable ground seismic response analysis. Computers and Geotechnics, 150. 104928 doi:10.1016/j.compgeo.2022.104928
He, Hongjun, Ji, Hanwen, Shi, Yang, Ke, Xiaohua, Miao, Yu (2024) Nonlinear seismic response analysis of liquefiable sites based on effective stress method. Computers and Geotechnics, 175. 106684 doi:10.1016/j.compgeo.2024.106684
Boccieri, Gabriele, Gaudio, Domenico, Conti, Riccardo (2024) An uncoupled approach for estimating seismic-induced pore water pressures in liquefiable sandy soils. Computers and Geotechnics, 170. 106266 doi:10.1016/j.compgeo.2024.106266
 
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