FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2912505719> ?p ?o ?g. }

• W2912505719 endingPage "462" @default.
• W2912505719 startingPage "442" @default.
• W2912505719 abstract "The combined finite-discrete element method (FDEM) is extensively employed to model rocks and rock-like materials, in which calibration against the results from uniaxial/triaxial compression tests, Brazilian tests and shear tests have been widely carried out. However, since different element sizes and loading rates were used, it is difficult to assess the numerical results of these studies if the effects of the element size and loading rate are ignored. This paper discusses the effect of the element size, loading/unloading rate and unloading mode on the cracking processes in laboratory-scale (uniaxial compression tests and Brazilian tests) and field-scale (circle tunnel excavations). The results indicate that the element size and loading rate should not be less than 27–28 meshes in a diameter zone and larger than 0.5 m/s, respectively, in laboratory-scale. In field-scale models, four different tunnel diameters (3, 4, 5 and 6 m) are used in tunnel excavation simulations. The results reveal that the mesh number around the tunnel wall should not be less than 120, meanwhile the element size should not be longer than the length of fracture process zone (lFPZ). The unloading rate for the field-scale model is influenced by the model size and rock density. It cannot be determined directly but a new method is proposed to determine the unloading rate based on crack development curve. To compare the fracture patterns well to those observed from the tunnel simulations, the unloading mode of an exponential formula is apposite." @default.
• W2912505719 created "2019-02-21" @default.
• W2912505719 creator A5062540975 @default.
• W2912505719 creator A5064692524 @default.
• W2912505719 date "2019-04-01" @default.
• W2912505719 modified "2023-10-17" @default.
• W2912505719 title "A numerical investigation of element size and loading/unloading rate for intact rock in laboratory-scale and field-scale based on the combined finite-discrete element method" @default.
• W2912505719 cites W1971987639 @default.
• W2912505719 cites W1976420562 @default.
• W2912505719 cites W1989247180 @default.
• W2912505719 cites W1989535614 @default.
• W2912505719 cites W1991462375 @default.
• W2912505719 cites W1997826752 @default.
• W2912505719 cites W1999046219 @default.
• W2912505719 cites W2013902580 @default.
• W2912505719 cites W2018317748 @default.
• W2912505719 cites W2023076377 @default.
• W2912505719 cites W2035270860 @default.
• W2912505719 cites W2060207455 @default.
• W2912505719 cites W2065699753 @default.
• W2912505719 cites W2082158181 @default.
• W2912505719 cites W2082508622 @default.
• W2912505719 cites W2083881562 @default.
• W2912505719 cites W2084255574 @default.
• W2912505719 cites W2093686423 @default.
• W2912505719 cites W2095164653 @default.
• W2912505719 cites W2123740616 @default.
• W2912505719 cites W2175748922 @default.
• W2912505719 cites W2180807353 @default.
• W2912505719 cites W2293188676 @default.
• W2912505719 cites W2437948546 @default.
• W2912505719 cites W2503328578 @default.
• W2912505719 cites W2511005182 @default.
• W2912505719 cites W2586690980 @default.
• W2912505719 cites W2766216802 @default.
• W2912505719 cites W2795368490 @default.
• W2912505719 cites W2802419380 @default.
• W2912505719 cites W2951569694 @default.
• W2912505719 doi "https://doi.org/10.1016/j.engfracmech.2019.02.007" @default.
• W2912505719 hasPublicationYear "2019" @default.
• W2912505719 type Work @default.
• W2912505719 sameAs 2912505719 @default.
• W2912505719 citedByCount "42" @default.
• W2912505719 countsByYear W29125057192019 @default.
• W2912505719 countsByYear W29125057192020 @default.
• W2912505719 countsByYear W29125057192021 @default.
• W2912505719 countsByYear W29125057192022 @default.
• W2912505719 countsByYear W29125057192023 @default.
• W2912505719 crossrefType "journal-article" @default.
• W2912505719 hasAuthorship W2912505719A5062540975 @default.
• W2912505719 hasAuthorship W2912505719A5064692524 @default.
• W2912505719 hasConcept C121332964 @default.
• W2912505719 hasConcept C127313418 @default.
• W2912505719 hasConcept C127413603 @default.
• W2912505719 hasConcept C135628077 @default.
• W2912505719 hasConcept C159985019 @default.
• W2912505719 hasConcept C171872576 @default.
• W2912505719 hasConcept C187320778 @default.
• W2912505719 hasConcept C192562407 @default.
• W2912505719 hasConcept C2778755073 @default.
• W2912505719 hasConcept C43369102 @default.
• W2912505719 hasConcept C44154836 @default.
• W2912505719 hasConcept C500300565 @default.
• W2912505719 hasConcept C57879066 @default.
• W2912505719 hasConcept C58396970 @default.
• W2912505719 hasConcept C62520636 @default.
• W2912505719 hasConcept C66938386 @default.
• W2912505719 hasConcept C96035792 @default.
• W2912505719 hasConceptScore W2912505719C121332964 @default.
• W2912505719 hasConceptScore W2912505719C127313418 @default.
• W2912505719 hasConceptScore W2912505719C127413603 @default.
• W2912505719 hasConceptScore W2912505719C135628077 @default.
• W2912505719 hasConceptScore W2912505719C159985019 @default.
• W2912505719 hasConceptScore W2912505719C171872576 @default.
• W2912505719 hasConceptScore W2912505719C187320778 @default.
• W2912505719 hasConceptScore W2912505719C192562407 @default.
• W2912505719 hasConceptScore W2912505719C2778755073 @default.
• W2912505719 hasConceptScore W2912505719C43369102 @default.
• W2912505719 hasConceptScore W2912505719C44154836 @default.
• W2912505719 hasConceptScore W2912505719C500300565 @default.
• W2912505719 hasConceptScore W2912505719C57879066 @default.
• W2912505719 hasConceptScore W2912505719C58396970 @default.
• W2912505719 hasConceptScore W2912505719C62520636 @default.
• W2912505719 hasConceptScore W2912505719C66938386 @default.
• W2912505719 hasConceptScore W2912505719C96035792 @default.
• W2912505719 hasFunder F4320321001 @default.
• W2912505719 hasFunder F4320335777 @default.
• W2912505719 hasLocation W29125057191 @default.
• W2912505719 hasOpenAccess W2912505719 @default.
• W2912505719 hasPrimaryLocation W29125057191 @default.
• W2912505719 hasRelatedWork W2017044676 @default.
• W2912505719 hasRelatedWork W2051909694 @default.
• W2912505719 hasRelatedWork W2356484463 @default.
• W2912505719 hasRelatedWork W2372784346 @default.
• W2912505719 hasRelatedWork W2382798480 @default.
• W2912505719 hasRelatedWork W2393738313 @default.
• W2912505719 hasRelatedWork W2558575249 @default.
• W2912505719 hasRelatedWork W3011993505 @default.

• next