A modified three-dimensional Hoek–Brown criterion for intact rocks and jointed rock masses
- Location
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Deutsche Nationalbibliothek Frankfurt am Main
- ISSN
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2363-8427
- Extent
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Online-Ressource
- Language
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Englisch
- Notes
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online resource.
- Bibliographic citation
-
A modified three-dimensional Hoek–Brown criterion for intact rocks and jointed rock masses ; volume:9 ; number:1 ; day:14 ; month:2 ; year:2023 ; pages:1-17 ; date:12.2023
Geomechanics and geophysics for geo-energy and geo-resources ; 9, Heft 1 (14.2.2023), 1-17, 12.2023
- Creator
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Que, Xiangcheng
Zhu, Zhende
Niu, Zihao
Zhu, Shu
Wang, Luxiang
- Contributor
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SpringerLink (Online service)
- DOI
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10.1007/s40948-023-00560-0
- URN
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urn:nbn:de:101:1-2023041721123588858523
- Rights
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Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
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14.08.2025, 10:59 AM CEST
Data provider
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Associated
- Que, Xiangcheng
- Zhu, Zhende
- Niu, Zihao
- Zhu, Shu
- Wang, Luxiang
- SpringerLink (Online service)
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A new three-dimensional rock strength criterion based on shape function in deviatoric plane
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Empirical estimation of rock mass deformation modulus of rocks: comparison of intact rock properties and rock mass classifications as inputs
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The Mohr–Coulomb criterion for intact rock strength and friction – a re-evaluation and consideration of failure under polyaxial stresses
Experimental study of the shear strength criterion of rock structural plane based on three-dimensional surface description
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An improved three-dimensional extension of Hoek–Brown criterion for rocks
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Characterization of Hoek–Brown constant m i of quasi-isotropic intact rock using rigidity index approach
Universal confined tensile strength of intact rock
A new three-dimensional rock strength criterion based on shape function in deviatoric plane
Stability of Spherical Cavity in Hoek–Brown Rock Mass
Empirical estimation of rock mass deformation modulus of rocks: comparison of intact rock properties and rock mass classifications as inputs
The assessment of intact rock strength for penetration
Probabilistic Characterization of Hoek–Brown Constant m i of Rock Using Hoek’s Guideline Chart, Regression Model and Uniaxial Compression Test
The Mohr–Coulomb criterion for intact rock strength and friction – a re-evaluation and consideration of failure under polyaxial stresses
Experimental study of the shear strength criterion of rock structural plane based on three-dimensional surface description