- Location
-
Deutsche Nationalbibliothek Frankfurt am Main
- ISSN
-
1434-453X
- Extent
-
Online-Ressource
- Language
-
Englisch
- Notes
-
online resource.
- Bibliographic citation
-
Stability of Spherical Cavity in Hoek–Brown Rock Mass ; volume:55 ; number:8 ; day:9 ; month:5 ; year:2022 ; pages:5285-5296 ; date:8.2022
Rock mechanics and rock engineering ; 55, Heft 8 (9.5.2022), 5285-5296, 8.2022
- Creator
- Contributor
-
SpringerLink (Online service)
- DOI
-
10.1007/s00603-022-02899-4
- URN
-
urn:nbn:de:101:1-2022091623340185195202
- Rights
-
Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
-
15.08.2025, 7:20 AM CEST
Data provider
This object is provided by:
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Associated
- Keawsawasvong, Suraparb
- Shiau, Jim
- SpringerLink (Online service)
Other Objects (12)
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Stability Charts for Closely Spaced Strip Footings on Hoek–Brown Rock Mass
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An improved three-dimensional extension of Hoek–Brown criterion for rocks
A modified three-dimensional Hoek–Brown criterion for intact rocks and jointed rock masses
Probabilistic Characterization of Hoek–Brown Constant m i of Rock Using Hoek’s Guideline Chart, Regression Model and Uniaxial Compression Test
Stability Charts for Closely Spaced Strip Footings on Hoek–Brown Rock Mass
BARIK: an extended Hoek–Brown-based anisotropic constitutive model for fractured crystalline rock
Rock slope stability analysis under Hoek–Brown failure criterion with different flow rules
Three-dimensional sinkhole stability of spherical cavity
Characterization of Hoek–Brown constant m i of quasi-isotropic intact rock using rigidity index approach
Hoek.
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An improved three-dimensional extension of Hoek–Brown criterion for rocks
A modified three-dimensional Hoek–Brown criterion for intact rocks and jointed rock masses
Probabilistic Characterization of Hoek–Brown Constant m i of Rock Using Hoek’s Guideline Chart, Regression Model and Uniaxial Compression Test
Stability Charts for Closely Spaced Strip Footings on Hoek–Brown Rock Mass
BARIK: an extended Hoek–Brown-based anisotropic constitutive model for fractured crystalline rock
Rock slope stability analysis under Hoek–Brown failure criterion with different flow rules
Three-dimensional sinkhole stability of spherical cavity
Characterization of Hoek–Brown constant m i of quasi-isotropic intact rock using rigidity index approach
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