Matches in SemOpenAlex for { <https://semopenalex.org/work/W4317531844> ?p ?o ?g. }
Showing items 1 to 52 of
52
with 100 items per page.
- W4317531844 endingPage "528" @default.
- W4317531844 startingPage "518" @default.
- W4317531844 abstract "A deep foundation pit with a common wall with an existing metro station is used as the research object, and a three-dimensional finite element model is established, based on the orthogonal test method to explore the support parameters including the thickness, depth, and concrete strength of the underground diaphragm wall; the preloaded axial force of the internal support; the influence of the combination of the cross-sectional dimensions of the diagonal throwing brace structure on the deformation of the underground diaphragm wall, the metro tunnel, and the station, and the optimal solution is selected by extreme difference analysis and analysis of variance, and the before and after optimization is carried out. The optimal solution was selected by extreme difference analysis and variance analysis. The results show that the optimized solution reduces the volume of concrete consumption by 365.89m3 compared to the pre-optimized solution, and has a significant improvement on the deformation of the underground diaphragm wall, the metro tunnel, and the station." @default.
- W4317531844 created "2023-01-20" @default.
- W4317531844 creator A5018764399 @default.
- W4317531844 creator A5020685246 @default.
- W4317531844 creator A5076106933 @default.
- W4317531844 date "2023-01-20" @default.
- W4317531844 modified "2023-09-27" @default.
- W4317531844 title "Optimization analysis of excavation support parameters for deep foundation pits in common wall sections of existing metro stations" @default.
- W4317531844 doi "https://doi.org/10.1201/9781003336631-80" @default.
- W4317531844 hasPublicationYear "2023" @default.
- W4317531844 type Work @default.
- W4317531844 citedByCount "0" @default.
- W4317531844 crossrefType "book-chapter" @default.
- W4317531844 hasAuthorship W4317531844A5018764399 @default.
- W4317531844 hasAuthorship W4317531844A5020685246 @default.
- W4317531844 hasAuthorship W4317531844A5076106933 @default.
- W4317531844 hasConcept C127313418 @default.
- W4317531844 hasConcept C127413603 @default.
- W4317531844 hasConcept C147176958 @default.
- W4317531844 hasConcept C16674752 @default.
- W4317531844 hasConcept C166957645 @default.
- W4317531844 hasConcept C187320778 @default.
- W4317531844 hasConcept C205649164 @default.
- W4317531844 hasConcept C2780966255 @default.
- W4317531844 hasConcept C31858485 @default.
- W4317531844 hasConceptScore W4317531844C127313418 @default.
- W4317531844 hasConceptScore W4317531844C127413603 @default.
- W4317531844 hasConceptScore W4317531844C147176958 @default.
- W4317531844 hasConceptScore W4317531844C16674752 @default.
- W4317531844 hasConceptScore W4317531844C166957645 @default.
- W4317531844 hasConceptScore W4317531844C187320778 @default.
- W4317531844 hasConceptScore W4317531844C205649164 @default.
- W4317531844 hasConceptScore W4317531844C2780966255 @default.
- W4317531844 hasConceptScore W4317531844C31858485 @default.
- W4317531844 hasLocation W43175318441 @default.
- W4317531844 hasOpenAccess W4317531844 @default.
- W4317531844 hasPrimaryLocation W43175318441 @default.
- W4317531844 hasRelatedWork W2152901435 @default.
- W4317531844 hasRelatedWork W2354189177 @default.
- W4317531844 hasRelatedWork W2364474101 @default.
- W4317531844 hasRelatedWork W2372510105 @default.
- W4317531844 hasRelatedWork W2375359295 @default.
- W4317531844 hasRelatedWork W2387297588 @default.
- W4317531844 hasRelatedWork W2390017860 @default.
- W4317531844 hasRelatedWork W2391172903 @default.
- W4317531844 hasRelatedWork W2392360224 @default.
- W4317531844 hasRelatedWork W3043632578 @default.
- W4317531844 isParatext "false" @default.
- W4317531844 isRetracted "false" @default.
- W4317531844 workType "book-chapter" @default.