Vote for your favorite mineral in #MinCup25! - Calcite vs. Perovskite
This match of heavy hitters is bound to end in heartbreak as classic calcite faces off against futuristic perovskite.
Log InRegister
Quick Links : The Mindat ManualThe Rock H. Currier Digital LibraryMindat Newsletter [Free Download]
Home PageAbout MindatThe Mindat ManualHistory of MindatCopyright StatusWho We AreContact UsAdvertise on Mindat
Donate to MindatCorporate SponsorshipSponsor a PageSponsored PagesMindat AdvertisersAdvertise on Mindat
Learning CenterWhat is a mineral?The most common minerals on earthInformation for EducatorsMindat ArticlesThe ElementsThe Rock H. Currier Digital LibraryGeologic Time
Minerals by PropertiesMinerals by ChemistryAdvanced Locality SearchRandom MineralRandom LocalitySearch by minIDLocalities Near MeSearch ArticlesSearch GlossaryMore Search Options
Search For:
Mineral Name:
Locality Name:
Keyword(s):
 
The Mindat ManualAdd a New PhotoRate PhotosLocality Edit ReportCoordinate Completion ReportAdd Glossary Item
Mining CompaniesStatisticsUsersMineral MuseumsClubs & OrganizationsMineral Shows & EventsThe Mindat DirectoryDevice SettingsThe Mineral Quiz
Photo SearchPhoto GalleriesSearch by ColorNew Photos TodayNew Photos YesterdayMembers' Photo GalleriesPast Photo of the Day GalleryPhotography

Yarivand, A., Behnia, C., Bakhtiyari, S., Ghalandarzadeh, A. (2017) Performance of geosynthetic reinforced soil bridge abutments with modular block facing under fire scenarios. Computers and Geotechnics, 85. 28-40 doi:10.1016/j.compgeo.2016.12.004

Advanced
   -   Only viewable:
Reference TypeJournal (article/letter/editorial)
TitlePerformance of geosynthetic reinforced soil bridge abutments with modular block facing under fire scenarios
JournalComputers and Geotechnics
AuthorsYarivand, A.Author
Behnia, C.Author
Bakhtiyari, S.Author
Ghalandarzadeh, A.Author
Year2017 (May)Volume85
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2016.12.004Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID1006988Long-form Identifiermindat:1:5:1006988:4
GUID0
Full ReferenceYarivand, A., Behnia, C., Bakhtiyari, S., Ghalandarzadeh, A. (2017) Performance of geosynthetic reinforced soil bridge abutments with modular block facing under fire scenarios. Computers and Geotechnics, 85. 28-40 doi:10.1016/j.compgeo.2016.12.004
Plain TextYarivand, A., Behnia, C., Bakhtiyari, S., Ghalandarzadeh, A. (2017) Performance of geosynthetic reinforced soil bridge abutments with modular block facing under fire scenarios. Computers and Geotechnics, 85. 28-40 doi:10.1016/j.compgeo.2016.12.004
In(2017) Computers and Geotechnics Vol. 85. Elsevier BV

See Also

These are possibly similar items as determined by title/reference text matching only.

Shen, Panpan, Han, Jie, Zornberg, Jorge G., Tanyu, Burak F., Christopher, Barry R., Leshchinsky, Dov (2020) Responses of geosynthetic-reinforced soil (GRS) abutments under bridge slab loading: Numerical investigation. Computers and Geotechnics, 123. 103566pp. doi:10.1016/j.compgeo.2020.103566
Khosrojerdi, Mahsa, Xiao, Ming, Qiu, Tong, Nicks, Jennifer (2020) Prediction equations for estimating maximum lateral displacement and settlement of geosynthetic reinforced soil abutments. Computers and Geotechnics, 125. 103622pp. doi:10.1016/j.compgeo.2020.103622
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
Hasan, Murtaza, Samadhiya, N.K. (2017) Performance of geosynthetic-reinforced granular piles in soft clays: Model tests and numerical analysis. Computers and Geotechnics, 87. 178-187 doi:10.1016/j.compgeo.2017.02.016
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
Deb, Kousik, Chandra, Sarvesh, Basudhar, P.K. (2008) Response of multilayer geosynthetic-reinforced bed resting on soft soil with stone columns. Computers and Geotechnics, 35. 323-330 doi:10.1016/j.compgeo.2007.08.004
Wu, Jonathan, Pham, Thang (2010) An analytical model for calculating lateral movement of a geosynthetic-reinforced soil (GRS) wall with modular block facing. International Journal of Geotechnical Engineering, 4. 527-535 doi:10.3328/ijge.2010.04.04.527-535
Feng, Shi-Jin, Ai, Shu-Gang, Chen, H.X. (2017) Estimation of arching effect in geosynthetic-reinforced structures. Computers and Geotechnics, 87. 188-197 doi:10.1016/j.compgeo.2017.02.014
Guo, Xiangfeng, Pham, Tuan A., Dias, Daniel (2022) Probabilistic analysis of geosynthetic-reinforced and pile-supported embankments. Computers and Geotechnics, 142. 104595pp. doi:10.1016/j.compgeo.2021.104595
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
Zhang, Ling, Ou, Qiang, Zhou, Shuai (2020) Analytical study of the dynamic response of a double-beam model for a geosynthetic-reinforced embankment under traffic loads. Computers and Geotechnics, 118. 103330 doi:10.1016/j.compgeo.2019.103330
 
and/or  
Mindat.org is an outreach project of the Hudson Institute of Mineralogy, a 501(c)(3) not-for-profit organization.
Copyright © mindat.org and the Hudson Institute of Mineralogy 1993-2025, except where stated. Most political location boundaries are Β© OpenStreetMap contributors. Mindat.org relies on the contributions of thousands of members and supporters. Founded in 2000 by Jolyon Ralph.
To cite: Ralph, J., Von Bargen, D., Martynov, P., Zhang, J., Que, X., Prabhu, A., Morrison, S. M., Li, W., Chen, W., & Ma, X. (2025). Mindat.org: The open access mineralogy database to accelerate data-intensive geoscience research. American Mineralogist, 110(6), 833–844. doi:10.2138/am-2024-9486.
Privacy Policy - Terms & Conditions - Contact Us / DMCA issues - Report a bug/vulnerability Current server date and time: September 4, 2025 13:05:24
Go to top of page