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

Han, Kaihang, Zhang, Chengping, Zhang, Dingli (2016) Upper-bound solutions for the face stability of a shield tunnel in multilayered cohesive–frictional soils. Computers and Geotechnics, 79. 1-9 doi:10.1016/j.compgeo.2016.05.018

Advanced
   -   Only viewable:
Reference TypeJournal (article/letter/editorial)
TitleUpper-bound solutions for the face stability of a shield tunnel in multilayered cohesive–frictional soils
JournalComputers and Geotechnics
AuthorsHan, KaihangAuthor
Zhang, ChengpingAuthor
Zhang, DingliAuthor
Year2016 (October)Volume79
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2016.05.018Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID1006822Long-form Identifiermindat:1:5:1006822:9
GUID0
Full ReferenceHan, Kaihang, Zhang, Chengping, Zhang, Dingli (2016) Upper-bound solutions for the face stability of a shield tunnel in multilayered cohesive–frictional soils. Computers and Geotechnics, 79. 1-9 doi:10.1016/j.compgeo.2016.05.018
Plain TextHan, Kaihang, Zhang, Chengping, Zhang, Dingli (2016) Upper-bound solutions for the face stability of a shield tunnel in multilayered cohesive–frictional soils. Computers and Geotechnics, 79. 1-9 doi:10.1016/j.compgeo.2016.05.018
In(2016) Computers and Geotechnics Vol. 79. Elsevier BV

See Also

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

Li, Wei, Zhang, Chengping, Zhu, Wenjun, Zhang, Dingli (2019) Upper-bound solutions for the face stability of a non-circular NATM tunnel in clays with a linearly increasing undrained shear strength with depth. Computers and Geotechnics, 114. 103136 doi:10.1016/j.compgeo.2019.103136
Li, Pengfei, Wang, Fan, Zhang, Chengping, Li, Zheng (2019) Face stability analysis of a shallow tunnel in the saturated and multilayered soils in short-term condition. Computers and Geotechnics, 107. 25-35 doi:10.1016/j.compgeo.2018.11.011
Jin, Zixian, Zhang, Chengping, Li, Wei, Tu, Shiqin, Wang, Libin, Wang, Saixu (2024) Stability analysis for excavation in frictional soils based on upper bound method. Computers and Geotechnics, 165. 105916 doi:10.1016/j.compgeo.2023.105916
Zhang, Jian, Yang, Feng, Yang, Junsheng, Zheng, Xiangcou, Zeng, Fanxuan (2016) Upper-bound stability analysis of dual unlined elliptical tunnels in cohesive-frictional soils. Computers and Geotechnics, 80. 283-289 doi:10.1016/j.compgeo.2016.08.023
Zhang, Xiao, Wang, Mingnian, Wang, Zhilong, Li, Jiawang, Zhao, Siguang, Tong, Jianjun, Liu, Dagang (2020) Stability analysis model for a tunnel face reinforced with bolts and an umbrella arch in cohesive-frictional soils. Computers and Geotechnics, 124. 103635pp. doi:10.1016/j.compgeo.2020.103635
Zhang, Xiao, Wang, Mingnian, Li, Jiawang, Wang, Zhilong, Tong, Jianjun, Liu, Dagang (2020) Safety factor analysis of a tunnel face with an unsupported span in cohesive-frictional soils. Computers and Geotechnics, 117. 103221 doi:10.1016/j.compgeo.2019.103221
Tu, Shiqin, Li, Wei, Zhang, Chengping, Wang, Libin, Jin, Zixian, Wang, Saixu (2024) Seepage effect on progressive failure of shield tunnel face in granular soils by coupled continuum-discrete method. Computers and Geotechnics, 166. 106009 doi:10.1016/j.compgeo.2023.106009
Jafari, Pooyan, Fahimifar, Ahmad (2022) Upper-Bound face stability analysis of rectangular shield-driven tunnels in undrained clays. Computers and Geotechnics, 146. 104739pp. doi:10.1016/j.compgeo.2022.104739
Wang, Saixu, Zhang, Chengping, Li, Wei, Tu, Shiqin, Wang, Libin, Jin, Zixian (2024) Partial collapse mechanism of a horseshoe-shaped tunnel face in layered soils. Computers and Geotechnics, 167. 106114 doi:10.1016/j.compgeo.2024.106114
Zhang, Yu, Tao, Lianjin, Zhao, Xu, Kong, Heng, Guo, Fei, Bian, Jin (2022) An analytical model for face stability of shield tunnel in dry cohesionless soils with different buried depth. Computers and Geotechnics, 142. 104565pp. doi:10.1016/j.compgeo.2021.104565
Habumuremyi, Providence, Xiang, Yanyong (2023) A 3-D analytical continuous upper bound limit analysis for face stability of shallow shield tunneling in undrained clays. Computers and Geotechnics, 164. 105779 doi:10.1016/j.compgeo.2023.105779
 
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 09:19:20
Go to top of page