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Saada, Zied, Chihi, Oussama, Maghous, Samir, Garnier, Denis (2023) A pseudo-static approach to the seismic bearing capacity of eccentrically loaded footing lying on rock obeying a generalized Hoek–Brown strength criterion. Arabian Journal of Geosciences, 16 (2) doi:10.1007/s12517-022-11169-0

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Reference TypeJournal (article/letter/editorial)
TitleA pseudo-static approach to the seismic bearing capacity of eccentrically loaded footing lying on rock obeying a generalized Hoek–Brown strength criterion
JournalArabian Journal of Geosciences
AuthorsSaada, ZiedAuthor
Chihi, OussamaAuthor
Maghous, SamirAuthor
Garnier, DenisAuthor
Year2023 (February)Volume16
Issue2
PublisherSpringer Science and Business Media LLC
DOIdoi:10.1007/s12517-022-11169-0Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID15679400Long-form Identifiermindat:1:5:15679400:0
GUID0
Full ReferenceSaada, Zied, Chihi, Oussama, Maghous, Samir, Garnier, Denis (2023) A pseudo-static approach to the seismic bearing capacity of eccentrically loaded footing lying on rock obeying a generalized Hoek–Brown strength criterion. Arabian Journal of Geosciences, 16 (2) doi:10.1007/s12517-022-11169-0
Plain TextSaada, Zied, Chihi, Oussama, Maghous, Samir, Garnier, Denis (2023) A pseudo-static approach to the seismic bearing capacity of eccentrically loaded footing lying on rock obeying a generalized Hoek–Brown strength criterion. Arabian Journal of Geosciences, 16 (2) doi:10.1007/s12517-022-11169-0
In(2023, February) Arabian Journal of Geosciences Vol. 16 (2) Springer Science and Business Media LLC

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Belghali, Mounir, Saada, Zied, Garnier, Denis, Maghous, Samir (2017) Pseudo-static stability analysis of rock slopes reinforced by passive bolts using the generalized Hoek–Brown criterion. Journal of Rock Mechanics and Geotechnical Engineering, 9 (4). 659-670 doi:10.1016/j.jrmge.2016.12.007
Saada, Zied, Garnier, Denis, Maghous, Samir (2025) Pseudo-static analysis of tunnel face stability using the Mohr-Coulomb strength criterion. Soils and Rocks, 48 (1). doi:10.28927/sr.2025.011423
Saada, Z., Maghous, S., Garnier, D. (2008) Bearing capacity of shallow foundations on rocks obeying a modified Hoek–Brown failure criterion. Computers and Geotechnics, 35. 144-154 doi:10.1016/j.compgeo.2007.06.003
Saada, Z., Maghous, S., Garnier, D. (2011) Seismic bearing capacity of shallow foundations near rock slopes using the generalized Hoek-Brown criterion. International Journal for Numerical and Analytical Methods in Geomechanics, 35. 724-748 doi:10.1002/nag.929
Saada, Z., Maghous, S., Garnier, D. (2013) Pseudo-static analysis of tunnel face stability using the generalized Hoek-Brown strength criterion. International Journal for Numerical and Analytical Methods in Geomechanics, 37. 3194-3212 doi:10.1002/nag.2185
Saada, Z., Maghous, S., Garnier, D. (2012) Stability analysis of rock slopes subjected to seepage forces using the modified Hoek–Brown criterion. International Journal of Rock Mechanics and Mining Sciences, 55. 45-54 doi:10.1016/j.ijrmms.2012.06.010
Paikaray, Bandita, Das, Sarat Kumar, Mohapatra, Benu G. (2021) Bearing capacity of model footing on reinforced foundation with crusher dust. Arabian Journal of Geosciences, 14 (1) doi:10.1007/s12517-020-06441-0
Rajabi, Ali M., Saadati, Mahdis, Mahmoudi, Motahare, Fijani, Elham (2022) Effect of the circular cavity on the undrained bearing capacity of shallow strip footing. Arabian Journal of Geosciences, 15 (14) doi:10.1007/s12517-022-10503-w
Yang, Beibei, He, Mingming, Deng, Bianyuan, Zhang, Zhiqiang (2022) Correlation between the tensile to compressive strength ratio and mechanical parameters of rock based on a nonlinear M-C criterion. Arabian Journal of Geosciences, 15 (10) doi:10.1007/s12517-022-10195-2
Das, Pragyan Paramita, Khatri, Vishwas N., Kumar, Jyant (2022) Bearing capacity of strip and circular footing on layered sand with geogrid at the interface. Arabian Journal of Geosciences, 15 (4) doi:10.1007/s12517-022-09614-1
Abu El-Soud, Sameh, Belal, Adel M. (2018) Bearing capacity of rigid shallow footing on geogrid-reinforced fine sand—experimental modeling. Arabian Journal of Geosciences, 11 (11) doi:10.1007/s12517-018-3597-0
 
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