FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4307348077> ?p ?o ?g. }

• W4307348077 endingPage "104820" @default.
• W4307348077 startingPage "104820" @default.
• W4307348077 abstract "• Shaking table tests of the cross tunnel-slope were designed and carried out. • The strain of the tunnel lining and acceleration of the slope are analyzed. • The Hilbert-Huang transform can identify the seismic failure of the model. • There is a synergistic deformation effect between the tunnel and the slope. The cross tunnel-slope system has a strong sensitivity to seismic waves and is extremely prone to potential seismic damage. To investigate the seismic failure mechanism and interaction of the cross tunnel-slope, the cross tunnel-slope model is constructed and tested by shaking table tests. The dynamic strain of the tunnel and acceleration response of the slope are analyzed. Furthermore, the failure process and dynamic response of the model are discussed in detail by the Hilbert Huang transform (HHT) and the seismic damage phenomenon. The dynamic response of the upper-span tunnel is significantly stronger than that of the under-pass tunnel. The cross tunnel changes the stress distribution of the slope and has a significant amplification effect on the seismic response of the slope. Additionally, it is found that variation trends of the marginal spectrum obtained by the HHT can reflect damage processes of the model. The high-frequency components (6–10 Hz) mainly induce the local deformation of the slope. The dynamic failure mode of the slope with the cross tunnel is tension cracks - shear failure - sliding. Meanwhile, the tunnel structure will be subject to seismic inertia forces and landslide thrust in the process of the slope deformation and instability. The upper-span tunnel is dominated by longitudinal bending and overall displacement to the free surface of the slope, with partial position lifting and staggering. However, the under-pass tunnel under the slope in the line axial direction can be used as a beam-type structure to bear a certain landslide thrust." @default.
• W4307348077 created "2022-10-31" @default.
• W4307348077 creator A5003365182 @default.
• W4307348077 creator A5077742118 @default.
• W4307348077 creator A5080725025 @default.
• W4307348077 date "2023-01-01" @default.
• W4307348077 modified "2023-09-29" @default.
• W4307348077 title "Seismic failure mechanism and interaction of the cross tunnel-slope system using Hilbert-Huang transform" @default.
• W4307348077 cites W1832604651 @default.
• W4307348077 cites W1963850692 @default.
• W4307348077 cites W1999999912 @default.
• W4307348077 cites W2003960453 @default.
• W4307348077 cites W2007221293 @default.
• W4307348077 cites W2016178074 @default.
• W4307348077 cites W2023371332 @default.
• W4307348077 cites W2057626177 @default.
• W4307348077 cites W2059206834 @default.
• W4307348077 cites W2077337112 @default.
• W4307348077 cites W2088773672 @default.
• W4307348077 cites W2128542674 @default.
• W4307348077 cites W2280547705 @default.
• W4307348077 cites W2342263431 @default.
• W4307348077 cites W2517818628 @default.
• W4307348077 cites W2622328732 @default.
• W4307348077 cites W2625193390 @default.
• W4307348077 cites W2782770132 @default.
• W4307348077 cites W2789396619 @default.
• W4307348077 cites W2800294699 @default.
• W4307348077 cites W2888257096 @default.
• W4307348077 cites W2900328906 @default.
• W4307348077 cites W2953468675 @default.
• W4307348077 cites W2964365832 @default.
• W4307348077 cites W2979698960 @default.
• W4307348077 cites W2998622201 @default.
• W4307348077 cites W3001776299 @default.
• W4307348077 cites W3003237569 @default.
• W4307348077 cites W3007387047 @default.
• W4307348077 cites W3041124676 @default.
• W4307348077 cites W3046880621 @default.
• W4307348077 cites W3086222863 @default.
• W4307348077 cites W3119334182 @default.
• W4307348077 cites W3152815656 @default.
• W4307348077 cites W3155705843 @default.
• W4307348077 cites W3156178696 @default.
• W4307348077 cites W3191489176 @default.
• W4307348077 cites W4200518664 @default.
• W4307348077 cites W4206423661 @default.
• W4307348077 cites W4237132757 @default.
• W4307348077 cites W768695010 @default.
• W4307348077 doi "https://doi.org/10.1016/j.tust.2022.104820" @default.
• W4307348077 hasPublicationYear "2023" @default.
• W4307348077 type Work @default.
• W4307348077 citedByCount "6" @default.
• W4307348077 countsByYear W43073480772023 @default.
• W4307348077 crossrefType "journal-article" @default.
• W4307348077 hasAuthorship W4307348077A5003365182 @default.
• W4307348077 hasAuthorship W4307348077A5077742118 @default.
• W4307348077 hasAuthorship W4307348077A5080725025 @default.
• W4307348077 hasConcept C110069353 @default.
• W4307348077 hasConcept C111368507 @default.
• W4307348077 hasConcept C117896860 @default.
• W4307348077 hasConcept C121332964 @default.
• W4307348077 hasConcept C127313418 @default.
• W4307348077 hasConcept C127413603 @default.
• W4307348077 hasConcept C146978453 @default.
• W4307348077 hasConcept C149007308 @default.
• W4307348077 hasConcept C165205528 @default.
• W4307348077 hasConcept C186295008 @default.
• W4307348077 hasConcept C187320778 @default.
• W4307348077 hasConcept C204366326 @default.
• W4307348077 hasConcept C207821765 @default.
• W4307348077 hasConcept C57879066 @default.
• W4307348077 hasConcept C66283442 @default.
• W4307348077 hasConcept C66938386 @default.
• W4307348077 hasConcept C74650414 @default.
• W4307348077 hasConcept C78542244 @default.
• W4307348077 hasConcept C79420006 @default.
• W4307348077 hasConceptScore W4307348077C110069353 @default.
• W4307348077 hasConceptScore W4307348077C111368507 @default.
• W4307348077 hasConceptScore W4307348077C117896860 @default.
• W4307348077 hasConceptScore W4307348077C121332964 @default.
• W4307348077 hasConceptScore W4307348077C127313418 @default.
• W4307348077 hasConceptScore W4307348077C127413603 @default.
• W4307348077 hasConceptScore W4307348077C146978453 @default.
• W4307348077 hasConceptScore W4307348077C149007308 @default.
• W4307348077 hasConceptScore W4307348077C165205528 @default.
• W4307348077 hasConceptScore W4307348077C186295008 @default.
• W4307348077 hasConceptScore W4307348077C187320778 @default.
• W4307348077 hasConceptScore W4307348077C204366326 @default.
• W4307348077 hasConceptScore W4307348077C207821765 @default.
• W4307348077 hasConceptScore W4307348077C57879066 @default.
• W4307348077 hasConceptScore W4307348077C66283442 @default.
• W4307348077 hasConceptScore W4307348077C66938386 @default.
• W4307348077 hasConceptScore W4307348077C74650414 @default.
• W4307348077 hasConceptScore W4307348077C78542244 @default.
• W4307348077 hasConceptScore W4307348077C79420006 @default.
• W4307348077 hasLocation W43073480771 @default.
• W4307348077 hasOpenAccess W4307348077 @default.

• next