Vote for your favorite mineral in #MinCup25! - Dioptase vs. Wavellite
It's a green, green world for kiwi #wavellite vs desert emerald #dioptase.
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

Zhou, X.P., Zhao, Y., Qian, Q.H. (2015) A novel meshless numerical method for modeling progressive failure processes of slopes. Engineering Geology, 192. 139-153 doi:10.1016/j.enggeo.2015.04.005

Advanced
   -   Only viewable:
Reference TypeJournal (article/letter/editorial)
TitleA novel meshless numerical method for modeling progressive failure processes of slopes
JournalEngineering Geology
AuthorsZhou, X.P.Author
Zhao, Y.Author
Qian, Q.H.Author
Year2015 (June)Volume192
PublisherElsevier BV
DOIdoi:10.1016/j.enggeo.2015.04.005Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID7762589Long-form Identifiermindat:1:5:7762589:6
GUID0
Full ReferenceZhou, X.P., Zhao, Y., Qian, Q.H. (2015) A novel meshless numerical method for modeling progressive failure processes of slopes. Engineering Geology, 192. 139-153 doi:10.1016/j.enggeo.2015.04.005
Plain TextZhou, X.P., Zhao, Y., Qian, Q.H. (2015) A novel meshless numerical method for modeling progressive failure processes of slopes. Engineering Geology, 192. 139-153 doi:10.1016/j.enggeo.2015.04.005
In(2015) Engineering Geology Vol. 192. Elsevier BV

See Also

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

Zhou, X.P., Cheng, H. (2015) The long-term stability analysis of 3D creeping slopes using the displacement-based rigorous limit equilibrium method. Engineering Geology, 195. 292-300 doi:10.1016/j.enggeo.2015.06.002
Zhou, X.P., Cheng, H. (2013) Analysis of stability of three-dimensional slopes using the rigorous limit equilibrium method. Engineering Geology, 160. 21-33 doi:10.1016/j.enggeo.2013.03.027
Guo, Songfeng, Qi, Shengwen (2015) Numerical study on progressive failure of hard rock samples with an unfilled undulate joint. Engineering Geology, 193. 173-182 doi:10.1016/j.enggeo.2015.04.023
Zhang, T., Zhou, X.P., Liu, X.F. (2020) Reliability analysis of slopes using the improved stochastic response surface methods with multicollinearity. Engineering Geology, 271. 105617pp. doi:10.1016/j.enggeo.2020.105617
Zhou, X.P., Zhang, X.Q. (2017) The 3D numerical simulation of damage localization of rocks using General Particle Dynamics. Engineering Geology, 224. 29-42 doi:10.1016/j.enggeo.2017.04.021
Xu, Zhao-Xia, Zhou, Xiao-Ping (2018) Three-dimensional reliability analysis of seismic slopes using the copula-based sampling method. Engineering Geology, 242. 81-91 doi:10.1016/j.enggeo.2018.05.020
Zhu, H., Griffiths, D.V., Fenton, G.A., Zhang, L.M. (2015) Undrained failure mechanisms of slopes in random soil. Engineering Geology, 191. 31-35 doi:10.1016/j.enggeo.2015.03.009
Jiang, Xing-yuan, Cui, Peng, Liu, Chuan-zheng (2016) A chart-based seismic stability analysis method for rock slopes using Hoek-Brown failure criterion. Engineering Geology, 209. 196-208 doi:10.1016/j.enggeo.2016.05.015
Sun, Chaoyi, Chen, Congxin, Zheng, Yun, Zhang, Wei, Liu, Feng (2019) Numerical and theoretical study of bi-planar failure in footwall slopes. Engineering Geology, 260. 105234pp. doi:10.1016/j.enggeo.2019.105234
Zhou, X.P., Cheng, H. (2014) Stability analysis of three-dimensional seismic landslides using the rigorous limit equilibrium method. Engineering Geology, 174. 87-102 doi:10.1016/j.enggeo.2014.03.009
Yang, H.Q., Lan, Y.F., Lu, L., Zhou, X.P. (2015) A quasi-three-dimensional spring-deformable-block model for runout analysis of rapid landslide motion. Engineering Geology, 185. 20-32 doi:10.1016/j.enggeo.2014.11.016
 
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 10, 2025 06:26:10
Go to top of page