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Adampira, Mohammad, Derakhshandi, Mehdi (2020) Influence of a layered liquefiable soil on seismic site response using physical modeling and numerical simulation. Engineering Geology, 266. 105462pp. doi:10.1016/j.enggeo.2019.105462

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Reference TypeJournal (article/letter/editorial)
TitleInfluence of a layered liquefiable soil on seismic site response using physical modeling and numerical simulation
JournalEngineering Geology
AuthorsAdampira, MohammadAuthor
Derakhshandi, MehdiAuthor
Year2020 (March)Volume266
PublisherElsevier BV
DOIdoi:10.1016/j.enggeo.2019.105462Search in ResearchGate
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Mindat Ref. ID7764118Long-form Identifiermindat:1:5:7764118:6
GUID0
Full ReferenceAdampira, Mohammad, Derakhshandi, Mehdi (2020) Influence of a layered liquefiable soil on seismic site response using physical modeling and numerical simulation. Engineering Geology, 266. 105462pp. doi:10.1016/j.enggeo.2019.105462
Plain TextAdampira, Mohammad, Derakhshandi, Mehdi (2020) Influence of a layered liquefiable soil on seismic site response using physical modeling and numerical simulation. Engineering Geology, 266. 105462pp. doi:10.1016/j.enggeo.2019.105462
In(2020) Engineering Geology Vol. 266. Elsevier BV

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Adampira, Mohammad, Derakhshandi, Mehdi, Ghalandarzadeh, Abbas, Koupaei, Hossein Javaheri (2020) Evaluation of one-dimensional seismic site response due to liquefiable sub-layer. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 173. 133-152 doi:10.1680/jgeen.18.00248
Adampira, Mohammad, Alielahi, Hamid, Koohsari, Hamid, Panji, Mehdi, , , , , , , , (2016) Comparison the Different Methods of Seismic Response Analysis in Liquefiable sites against Near and Far-Field Earthquakes. Journal of Engineering Geology, 10 (2). 3379-3404 doi:10.18869/acadpub.jeg.10.2.3379
Zhan, Weiwei, Chen, Qiushi (2022) Nonlinear site response at liquefiable sites: Insights from downhole seismic observations. Engineering Geology, 301. 106610pp. doi:10.1016/j.enggeo.2022.106610
Adampira, Mohammad, Alielahi, Hamid, Panji, Mehdi, Koohsari, Hamid (2015) Comparison of equivalent linear and nonlinear methods in seismic analysis of liquefiable site response due to near-fault incident waves: a case study. Arabian Journal of Geosciences, 8 (5) 3103-3118 doi:10.1007/s12517-014-1399-6
Rahimi, Salman, Wood, Clinton M., Wotherspoon, Liam M. (2020) Influence of soil aging on SPT-Vs correlation and seismic site classification. Engineering Geology, 272. 105653pp. doi:10.1016/j.enggeo.2020.105653
Khorasani, Emad, Amini, Mehdi, Hossaini, Mohammad Farouq, Medley, Edmund (2019) Statistical analysis of bimslope stability using physical and numerical models. Engineering Geology, 254. 13-24 doi:10.1016/j.enggeo.2019.03.023
Su, D., Ming, H.Y., Li, X.S. (2013) Effect of shaking strength on the seismic response of liquefiable level ground. Engineering Geology, 166. 262-271 doi:10.1016/j.enggeo.2013.09.013
Qi, Shengwen, He, Jianxian, Zhan, Zhifa (2022) A single surface slope effects on seismic response based on shaking table test and numerical simulation. Engineering Geology, 306. 106762 doi:10.1016/j.enggeo.2022.106762
Pegah, Ehsan, Liu, Huabei (2020) Evaluation of hyperbolic stress-strain and bulk-modulus model parameters in granular soil mass using seismic surveying. Engineering Geology, 266. 105456pp. doi:10.1016/j.enggeo.2019.105456
Liu, Guang, Rong, Guan, Peng, Jun, Zhou, Chuangbing (2015) Numerical simulation on undrained triaxial behavior of saturated soil by a fluid coupled-DEM model. Engineering Geology, 193. 256-266 doi:10.1016/j.enggeo.2015.04.019
Zhou, Yan-Guo, Chen, Jie, Chen, Yun-Min, Kutter, Bruce L., Zheng, Bao-Li, Wilson, Daniel W., Stringer, Mark E., Clukey, Edward C. (2017) Centrifuge modeling and numerical analysis on seismic site response of deep offshore clay deposits. Engineering Geology, 227. 54-68 doi:10.1016/j.enggeo.2017.01.008
 
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