Vote for your favorite mineral in #MinCup25! - Taenite vs. Nontronite
It's a mineral found mostly in the farthest reaches of space vs one so common an exhaustive list of localities is nigh impossible as alloy #taenite faces off against clay #nontronite.
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

Hossain, M. S., Hu, Y., Randolph, M. F., White, D. J. (2005) Limiting cavity depth for spudcan foundations penetrating clay. Géotechnique, 55 (9). 679-690 doi:10.1680/geot.2005.55.9.679

Advanced
   -   Only viewable:
Reference TypeJournal (article/letter/editorial)
TitleLimiting cavity depth for spudcan foundations penetrating clay
JournalGéotechnique
AuthorsHossain, M. S.Author
Hu, Y.Author
Randolph, M. F.Author
White, D. J.Author
Year2005 (November)Volume55
Issue9
PublisherThomas Telford Ltd.
DOIdoi:10.1680/geot.2005.55.9.679Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID10726617Long-form Identifiermindat:1:5:10726617:4
GUID0
Full ReferenceHossain, M. S., Hu, Y., Randolph, M. F., White, D. J. (2005) Limiting cavity depth for spudcan foundations penetrating clay. Géotechnique, 55 (9). 679-690 doi:10.1680/geot.2005.55.9.679
Plain TextHossain, M. S., Hu, Y., Randolph, M. F., White, D. J. (2005) Limiting cavity depth for spudcan foundations penetrating clay. Géotechnique, 55 (9). 679-690 doi:10.1680/geot.2005.55.9.679
In(2005, November) Géotechnique Vol. 55 (9) Thomas Telford Ltd.

See Also

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

Dean, E.T.R. (2011) Deep-penetrating spudcan foundations on layered clays: centrifuge tests M. S. HOSSAIN and M. F. RANDOLPH (2010).Géotechnique60, No. 3, 157–170. Géotechnique, 61 (1). 85-87 doi:10.1680/geot.2011.61.1.85
HOSSAIN, M.S., RANDOLPH, M.F. (2010) Deep-penetrating spudcan foundations on layered clays: centrifuge tests. Géotechnique, 60 (3). 157-170 doi:10.1680/geot.8.p.039
HOSSAIN, M.S., RANDOLPH, M.F. (2010) Deep-penetrating spudcan foundations on layered clays: numerical analysis. Géotechnique, 60 (3). 171-184 doi:10.1680/geot.8.p.040
Teh, K. L., Cassidy, M. J., Leung, C. F., Chow, Y. K., Randolph, M. F., Quah, C. K. (2008) Revealing the bearing capacity mechanisms of a penetrating spudcan through sand overlying clay. Géotechnique, 58 (10). 793-804 doi:10.1680/geot.2008.58.10.793
Hossain, M. S., Hu, Y., Ekaputra, D. (2017) Extraction response of skirted foundations and a spudcan on sand-over-clay deposits. Géotechnique, 67 (5). 460-465 doi:10.1680/jgeot.16.t.018
Cassidy, M. J., Byrne, B. W., Randolph, M. F. (2004) A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay. Géotechnique, 54 (2). 91-106 doi:10.1680/geot.2004.54.2.91
Cassidy, M. J., Byrne, B. W., Randolph, M. F. (2004) A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay. Géotechnique, 54 (2). 91-106 doi:10.1680/geot.54.2.91.36339
HOSSAIN, M.S., HU, Y., EKAPUTRA, D. (2014) Skirted foundation to mitigate spudcan punch-through on sand-over-clay. Géotechnique, 64 (4). 333-340 doi:10.1680/geot.13.t.027
Randolph, M. F., White, D. J. (2008) Upper-bound yield envelopes for pipelines at shallow embedment in clay. Géotechnique, 58 (4). 297-301 doi:10.1680/geot.2008.58.4.297
Randolph, M. F., Martin, C. M., Hu, Y. (2000) Limiting resistance of a spherical penetrometer in cohesive material. Géotechnique, 50 (5). 573-582 doi:10.1680/geot.2000.50.5.573
Zhang, L. M., Ng, A. M. Y. (2005) Probabilistic limiting tolerable displacements for serviceability limit state design of foundations. Géotechnique, 55 (2). 151-161 doi:10.1680/geot.2005.55.2.151
 
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 15, 2025 03:17:09
Go to top of page