FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4368367083> ?p ?o ?g. }

• W4368367083 endingPage "101010" @default.
• W4368367083 startingPage "101010" @default.
• W4368367083 abstract "Ground fissure is a special geological disaster widely distributed around the world and occurs frequently in China. Questions about the influence of ground fissure activity on high-speed railway subgrade and whether the subgrade can cross a ground fissure zone are important issues in high-speed railway construction. To answer them, we conducted physical model test combined with numerical simulation of a high-speed railway subgrade obliquely crossing a ground fissure that allowed us to analyze the stress characteristics of the Cement Fly-ash Gravel (CFG) composite foundation subgrade, the structural deformation and damage, and the influence area of the subgrade under the influence of ground fissure. The results show that the head pressure of CFG piles in the hanging wall decreases with the increase of ground fissure dislocation but that the opposite in the footwall. The subgrade shows obvious uneven settlement deformation near the ground fissure, and as long as the ground fissure dislocation takes place, the reinforced concrete slab under the subgrade is compressed in the hanging wall and tensioned in the footwall. The deformation and failure of subgrade obliquely crossing ground fissure is tensile-bending failure mode. When the actual ground fissure dislocation reaches 0.8 m, the track bed gets destroyed; the reinforced concrete slab bends due to tensile failure; the CFG piles in the hanging wall cracks and tilts; and compression bending failure occurs in the footwall. This suggests that subgrade with a range of 32 m in the hanging wall and 16 m in the footwall need to be strengthened, and the high-speed railway should cross the ground fissure at as large an angle as possible." @default.
• W4368367083 created "2023-05-05" @default.
• W4368367083 creator A5004004882 @default.
• W4368367083 creator A5017035302 @default.
• W4368367083 creator A5031094714 @default.
• W4368367083 creator A5055343432 @default.
• W4368367083 creator A5068568400 @default.
• W4368367083 creator A5084904295 @default.
• W4368367083 date "2023-07-01" @default.
• W4368367083 modified "2023-10-04" @default.
• W4368367083 title "Model test study on the deformation and failure mechanism of high-speed railway subgrade obliquely crossing ground fissure zones" @default.
• W4368367083 cites W1495647369 @default.
• W4368367083 cites W1979843313 @default.
• W4368367083 cites W2008044148 @default.
• W4368367083 cites W2036902133 @default.
• W4368367083 cites W2047616278 @default.
• W4368367083 cites W2052404993 @default.
• W4368367083 cites W2077054501 @default.
• W4368367083 cites W2145679313 @default.
• W4368367083 cites W2227898105 @default.
• W4368367083 cites W2519530642 @default.
• W4368367083 cites W2538152298 @default.
• W4368367083 cites W2756971612 @default.
• W4368367083 cites W2801030816 @default.
• W4368367083 cites W2902052479 @default.
• W4368367083 cites W2911237940 @default.
• W4368367083 cites W2967962990 @default.
• W4368367083 cites W2970440900 @default.
• W4368367083 cites W2996831050 @default.
• W4368367083 cites W3045680846 @default.
• W4368367083 cites W3153436527 @default.
• W4368367083 cites W4205199164 @default.
• W4368367083 cites W4308305637 @default.
• W4368367083 cites W4310245471 @default.
• W4368367083 cites W4281289309 @default.
• W4368367083 doi "https://doi.org/10.1016/j.trgeo.2023.101010" @default.
• W4368367083 hasPublicationYear "2023" @default.
• W4368367083 type Work @default.
• W4368367083 citedByCount "1" @default.
• W4368367083 countsByYear W43683670832023 @default.
• W4368367083 crossrefType "journal-article" @default.
• W4368367083 hasAuthorship W4368367083A5004004882 @default.
• W4368367083 hasAuthorship W4368367083A5017035302 @default.
• W4368367083 hasAuthorship W4368367083A5031094714 @default.
• W4368367083 hasAuthorship W4368367083A5055343432 @default.
• W4368367083 hasAuthorship W4368367083A5068568400 @default.
• W4368367083 hasAuthorship W4368367083A5084904295 @default.
• W4368367083 hasConcept C111368507 @default.
• W4368367083 hasConcept C113740112 @default.
• W4368367083 hasConcept C127313418 @default.
• W4368367083 hasConcept C127413603 @default.
• W4368367083 hasConcept C136764020 @default.
• W4368367083 hasConcept C145097563 @default.
• W4368367083 hasConcept C151730666 @default.
• W4368367083 hasConcept C182377489 @default.
• W4368367083 hasConcept C187320778 @default.
• W4368367083 hasConcept C204366326 @default.
• W4368367083 hasConcept C2777063073 @default.
• W4368367083 hasConcept C2780749890 @default.
• W4368367083 hasConcept C41008148 @default.
• W4368367083 hasConcept C66938386 @default.
• W4368367083 hasConcept C8058405 @default.
• W4368367083 hasConceptScore W4368367083C111368507 @default.
• W4368367083 hasConceptScore W4368367083C113740112 @default.
• W4368367083 hasConceptScore W4368367083C127313418 @default.
• W4368367083 hasConceptScore W4368367083C127413603 @default.
• W4368367083 hasConceptScore W4368367083C136764020 @default.
• W4368367083 hasConceptScore W4368367083C145097563 @default.
• W4368367083 hasConceptScore W4368367083C151730666 @default.
• W4368367083 hasConceptScore W4368367083C182377489 @default.
• W4368367083 hasConceptScore W4368367083C187320778 @default.
• W4368367083 hasConceptScore W4368367083C204366326 @default.
• W4368367083 hasConceptScore W4368367083C2777063073 @default.
• W4368367083 hasConceptScore W4368367083C2780749890 @default.
• W4368367083 hasConceptScore W4368367083C41008148 @default.
• W4368367083 hasConceptScore W4368367083C66938386 @default.
• W4368367083 hasConceptScore W4368367083C8058405 @default.
• W4368367083 hasLocation W43683670831 @default.
• W4368367083 hasOpenAccess W4368367083 @default.
• W4368367083 hasPrimaryLocation W43683670831 @default.
• W4368367083 hasRelatedWork W2024542298 @default.
• W4368367083 hasRelatedWork W2356987733 @default.
• W4368367083 hasRelatedWork W2371155037 @default.
• W4368367083 hasRelatedWork W2374240061 @default.
• W4368367083 hasRelatedWork W2381060186 @default.
• W4368367083 hasRelatedWork W2387030765 @default.
• W4368367083 hasRelatedWork W2393467349 @default.
• W4368367083 hasRelatedWork W2790375220 @default.
• W4368367083 hasRelatedWork W3179909183 @default.
• W4368367083 hasRelatedWork W4382071590 @default.
• W4368367083 hasVolume "41" @default.
• W4368367083 isParatext "false" @default.
• W4368367083 isRetracted "false" @default.
• W4368367083 workType "article" @default.