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Seyedi Hosseininia, Ehsan, Ashjaee, Ahoo (2018) Numerical simulation of two-tier geosynthetic-reinforced-soil walls using two-phase approach. Computers and Geotechnics, 100. 15-29 doi:10.1016/j.compgeo.2018.04.003

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Reference TypeJournal (article/letter/editorial)
TitleNumerical simulation of two-tier geosynthetic-reinforced-soil walls using two-phase approach
JournalComputers and Geotechnics
AuthorsSeyedi Hosseininia, EhsanAuthor
Ashjaee, AhooAuthor
Year2018 (August)Volume100
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2018.04.003Search in ResearchGate
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Mindat Ref. ID1007331Long-form Identifiermindat:1:5:1007331:9
GUID0
Full ReferenceSeyedi Hosseininia, Ehsan, Ashjaee, Ahoo (2018) Numerical simulation of two-tier geosynthetic-reinforced-soil walls using two-phase approach. Computers and Geotechnics, 100. 15-29 doi:10.1016/j.compgeo.2018.04.003
Plain TextSeyedi Hosseininia, Ehsan, Ashjaee, Ahoo (2018) Numerical simulation of two-tier geosynthetic-reinforced-soil walls using two-phase approach. Computers and Geotechnics, 100. 15-29 doi:10.1016/j.compgeo.2018.04.003
In(2018) Computers and Geotechnics Vol. 100. Elsevier BV

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Mohamed, Suliman B.A., Yang, Kuo-Hsin, Hung, Wen-Yi (2014) Finite element analyses of two-tier geosynthetic-reinforced soil walls: Comparison involving centrifuge tests and limit equilibrium results. Computers and Geotechnics, 61. 67-84 doi:10.1016/j.compgeo.2014.04.010
Sargazi, Omid, Seyedi Hosseininia, Ehsan (2017) Bearing capacity of ring footings on cohesionless soil under eccentric load. Computers and Geotechnics, 92. 169-178 doi:10.1016/j.compgeo.2017.08.003
Qin, Changbing, Chian, Siau Chen (2018) Seismic stability of geosynthetic-reinforced walls with variable excitation and soil properties: A discretization-based kinematic analysis. Computers and Geotechnics, 102. 196-205 doi:10.1016/j.compgeo.2018.06.012
Benmebarek, Sadok, Berrabah, Fouad, Benmebarek, NaĂŻma (2015) Effect of geosynthetic reinforced embankment on locally weak zones by numerical approach. Computers and Geotechnics, 65. 115-125 doi:10.1016/j.compgeo.2014.12.004
Nazeran, Navid, Seyedi Hosseininia, Ehsan (2020) Two-Phase Approach for the Analysis of Laterally Loaded Pile Groups in Sandy Soils. International Journal of Geomechanics, 20 (10) 4020182pp. doi:10.1061/(asce)gm.1943-5622.0001821
Xu, Peng, Hatami, Kianoosh, Bao, JingJing, Li, Ting (2020) Bearing capacity and failure mechanisms of two-tiered reinforced soil retaining walls under footing load. Computers and Geotechnics, 128. 103833pp. doi:10.1016/j.compgeo.2020.103833
Huang, Jie, Han, Jie (2010) Two-dimensional parametric study of geosynthetic-reinforced column-supported embankments by coupled hydraulic and mechanical modeling. Computers and Geotechnics, 37. 638-648 doi:10.1016/j.compgeo.2010.04.002
Klar, Assaf, Sas, Tal (2010) The KC method: Numerical investigation of a new analysis method for reinforced soil walls. Computers and Geotechnics, 37. 351-358 doi:10.1016/j.compgeo.2009.12.001
Pham, Tuan A. (2020) Analysis of geosynthetic-reinforced pile-supported embankment with soil-structure interaction models. Computers and Geotechnics, 121. 103438 doi:10.1016/j.compgeo.2020.103438
Siddiquee, Mohammed Saiful Alam, Noguchi, T., Hirakawa, D. (2015) Computational simulation of time-dependent behavior of soil–structure interaction by using a novel creep model: Application to a geosynthetic-reinforced soil physical model. Computers and Geotechnics, 66. 180-188 doi:10.1016/j.compgeo.2015.02.001
Karpurapu, Rajagopal, Bathurst, Richard J. (1995) Behaviour of geosynthetic reinforced soil retaining walls using the finite element method. Computers and Geotechnics, 17. 279-299 doi:10.1016/0266-352x(95)99214-c
 
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