Vote for your favorite mineral in #MinCup25! - Kosmochlor vs. Azurite
It's a battle of green vs blue as rare but vibrant chromium-bearing kosmochlor up against the deep blue copper alteration mineral azurite.
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

Morikawa, Daniel S., Asai, Mitsuteru (2022) Soil-water strong coupled ISPH based on u−w−p formulation for large deformation problems. Computers and Geotechnics, 142. 104570pp. doi:10.1016/j.compgeo.2021.104570

Advanced
   -   Only viewable:
Reference TypeJournal (article/letter/editorial)
TitleSoil-water strong coupled ISPH based on u−w−p formulation for large deformation problems
JournalComputers and Geotechnics
AuthorsMorikawa, Daniel S.Author
Asai, MitsuteruAuthor
Year2022 (February)Volume142
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2021.104570Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID13019383Long-form Identifiermindat:1:5:13019383:6
GUID0
Full ReferenceMorikawa, Daniel S., Asai, Mitsuteru (2022) Soil-water strong coupled ISPH based on u−w−p formulation for large deformation problems. Computers and Geotechnics, 142. 104570pp. doi:10.1016/j.compgeo.2021.104570
Plain TextMorikawa, Daniel S., Asai, Mitsuteru (2022) Soil-water strong coupled ISPH based on u−w−p formulation for large deformation problems. Computers and Geotechnics, 142. 104570pp. doi:10.1016/j.compgeo.2021.104570
In(2022) Computers and Geotechnics Vol. 142. Elsevier BV

See Also

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

Morikawa, Daniel S., Asai, Mitsuteru (2022) A phase-change approach to landslide simulations: Coupling finite strain elastoplastic TLSPH with non-Newtonian IISPH. Computers and Geotechnics, 148. 104815 doi:10.1016/j.compgeo.2022.104815
Zhang, Xue, Meng, Jingjing, Yuan, Shengyang (2022) An implicit nodal integration based PFEM for soil flow problems. Computers and Geotechnics, 142. 104571pp. doi:10.1016/j.compgeo.2021.104571
Sabetamal, Hassan, Sheng, Daichao, Carter, John P. (2022) Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems. Computers and Geotechnics, 152. 105044 doi:10.1016/j.compgeo.2022.105044
Li, Yunyi, Zhang, Jian-Min, Wang, Rui (2024) An explicit material point and finite volume sequentially coupled method for simulating large deformation problems in saturated soil. Computers and Geotechnics, 170. 106270 doi:10.1016/j.compgeo.2024.106270
Shafee, Ashkan, Khoshghalb, Arman (2022) Particle node-based smoothed point interpolation method with stress regularisation for large deformation problems in geomechanics. Computers and Geotechnics, 141. 104494pp. doi:10.1016/j.compgeo.2021.104494
Martinelli, Mario, Galavi, Vahid (2022) An explicit coupled MPM formulation to simulate penetration problems in soils using quadrilateral elements. Computers and Geotechnics, 145. 104697pp. doi:10.1016/j.compgeo.2022.104697
Cividini, Annamaria, Gioda, Giancarlo (2016) On the finite element formulation of dynamic two-phase coupled problems. Computers and Geotechnics, 73. 37-46 doi:10.1016/j.compgeo.2015.11.017
Yang, Qinghao; Hambleton, James P. (2025) Data-driven model for soil–object interaction with large plastic deformation. Computers and Geotechnics, 188. doi:10.1016/j.compgeo.2025.107518
Guo, Zhenghao, Fei, Jianbo, Jie, Yuxin (2022) An equivalent-additional-stress-based material point method for the deformation of reinforced soil slopes under supergravity. Computers and Geotechnics, 142. 104536pp. doi:10.1016/j.compgeo.2021.104536
Zhang, Kun, Shen, Shui-Long, Zhou, Annan, Balzani, Daniel (2021) Truncated hierarchical B-spline material point method for large deformation geotechnical problems. Computers and Geotechnics, 134. 104097pp. doi:10.1016/j.compgeo.2021.104097
Sabetamal, Hassan, Salgado, Rodrigo, Carter, John P, Sheng, Daichao (2021) A two-surface plasticity model for clay; numerical implementation and applications to large deformation coupled problems of geomechanics. Computers and Geotechnics, 139. 104405pp. doi:10.1016/j.compgeo.2021.104405
 
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 © 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 9, 2025 03:59:08
Go to top of page