Vote for your favorite mineral in #MinCup25! - Stibnite vs. Perovskite
It's all about how minerals interact with humans as dramatic #stibnite 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

Qin, Changbing, Chian, Siau Chen (2018) Bearing capacity analysis of a saturated non-uniform soil slope with discretization-based kinematic analysis. Computers and Geotechnics, 96. 246-257 doi:10.1016/j.compgeo.2017.11.003

Advanced
   -   Only viewable:
Reference TypeJournal (article/letter/editorial)
TitleBearing capacity analysis of a saturated non-uniform soil slope with discretization-based kinematic analysis
JournalComputers and Geotechnics
AuthorsQin, ChangbingAuthor
Chian, Siau ChenAuthor
Year2018 (April)Volume96
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2017.11.003Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID1007249Long-form Identifiermindat:1:5:1007249:9
GUID0
Full ReferenceQin, Changbing, Chian, Siau Chen (2018) Bearing capacity analysis of a saturated non-uniform soil slope with discretization-based kinematic analysis. Computers and Geotechnics, 96. 246-257 doi:10.1016/j.compgeo.2017.11.003
Plain TextQin, Changbing, Chian, Siau Chen (2018) Bearing capacity analysis of a saturated non-uniform soil slope with discretization-based kinematic analysis. Computers and Geotechnics, 96. 246-257 doi:10.1016/j.compgeo.2017.11.003
In(2018) Computers and Geotechnics Vol. 96. Elsevier BV

See Also

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

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
Wang, Hongyu, Qin, Changbing, Chen Chian, Siau (2024) Kinematic stability analysis of nonuniform soil slopes under pore-pressure effects based on central difference discretization technique. Computers and Geotechnics, 176. doi:10.1016/j.compgeo.2024.106737
Wang, Hongyu, Huang, Maosong, Chian, Siau Chen (2021) Three-dimensional trench stability in non-uniform undrained clay with discretization-based kinematic analysis. Computers and Geotechnics, 135. 104166pp. doi:10.1016/j.compgeo.2021.104166
Qin, Changbing, Chian, Siau Chen (2018) Seismic Ultimate Bearing Capacity of a Hoek-Brown Rock Slope Using Discretization-Based Kinematic Analysis and Pseudodynamic Methods. International Journal of Geomechanics, 18. 4018054pp. doi:10.1061/(asce)gm.1943-5622.0001147
Qin, Changbing, Chian, Siau Chen (2020) Pseudo-dynamic lateral earth pressures on rigid walls with varying cohesive-frictional backfill. Computers and Geotechnics, 119. 103289 doi:10.1016/j.compgeo.2019.103289
Qin, Changbing, Chen Chian, Siau, Yu, Jian (2018) Stability Analyses of Initial Collapse and Earthquake-Induced Secondary Failure Using Discretization-Based Kinematic Analysis. International Journal of Geomechanics, 18. 4018155pp. doi:10.1061/(asce)gm.1943-5622.0001304
Li, Siyu, Qin, Changbing, Chian, Siau Chen, Zhang, Wengang (2022) Another look at the stability of unsaturated soil slopes considering nonuniformity and nonlinearity. Computers and Geotechnics, 148. 104743 doi:10.1016/j.compgeo.2022.104743
Qin, Changbing, Chian, Siau Chen (2019) Pseudo-static/dynamic solutions of required reinforcement force for steep slopes using discretization-based kinematic analysis. Journal of Rock Mechanics and Geotechnical Engineering, 11 (2). 289-299 doi:10.1016/j.jrmge.2018.10.002
Qin, Changbing, Chian, Siau Chen (2020) Discretization-Based Kinematic Analysis Method to Seismic Stability of Geosynthetic-Reinforced Slopes Involving Differing Earthquake Approaches. International Journal of Geomechanics, 20 (7) 6020010pp. doi:10.1061/(asce)gm.1943-5622.0001660
Qin, Changbing, Chian, Siau Chen (2018) New Perspective on Seismic Slope Stability Analysis. International Journal of Geomechanics, 18. 6018013pp. doi:10.1061/(asce)gm.1943-5622.0001170
Qin, Changbing, Chen Chian, Siau (2017) Kinematic Stability of a Two-Stage Slope in Layered Soils. International Journal of Geomechanics, 17. 6017006pp. doi:10.1061/(asce)gm.1943-5622.0000928
 
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 18, 2025 20:10:26
Go to top of page