Matches in SemOpenAlex for { <https://semopenalex.org/work/W4313612998> ?p ?o ?g. }
- W4313612998 endingPage "104905" @default.
- W4313612998 startingPage "104905" @default.
- W4313612998 abstract "With the rapid development of the tunnel project, the problem of soft rock tunnel support has become increasingly prominent. The prestressed anchor support method has made great progress in theory and practice, but the research on its quantitative design is less. The optimization design methods need improvement to meet specifications. This paper uses surrounding rock wave velocity and related geological conditions to further enhance the support optimization model. The joint density corresponding to different wave velocities is analyzed, and the DFN (discrete fracture network) is inserted into the numerical model for simulation. To ensure the accuracy of the calculation, similar material simulations and engineering measurements are compared and analyzed. Deformation of the surrounding rock with different support parameters is predicted and analyzed using a neural network and a database formed by numerical simulation calculation. The results show a linear relationship between the P-wave velocity of rock mass and the structural plane density of the surrounding rock. Then, under the influence of the structural plane and without prestressed anchor support, the surrounding rock produces large asymmetric deformation, and the damaged area is extensive. The surrounding rock also has asymmetric deformation with prestressed anchor support, but the deformation value and plastic area are small. The density of the structural plane, the burial depth of the tunnel, and the length of the anchor cable are the main factors controlling the surrounding rock. With an increase in tunnel burial depth, the deformation of the surrounding rock linearly increases. The reduction of the P-wave velocity of surrounding rock will also significantly impact the deformation of surrounding rock. An increase in anchor cable length has a significant control effect in the initial stage, but the control effect slows down with the continuous increase of anchor cable length." @default.
- W4313612998 created "2023-01-07" @default.
- W4313612998 creator A5010033834 @default.
- W4313612998 creator A5020728048 @default.
- W4313612998 creator A5036798987 @default.
- W4313612998 creator A5042779903 @default.
- W4313612998 creator A5062380693 @default.
- W4313612998 creator A5068624285 @default.
- W4313612998 creator A5072421104 @default.
- W4313612998 date "2023-03-01" @default.
- W4313612998 modified "2023-10-15" @default.
- W4313612998 title "Intelligent method for parameters optimization of cable in soft rock tunnel base on longitudinal wave velocity" @default.
- W4313612998 cites W1986033704 @default.
- W4313612998 cites W1999565652 @default.
- W4313612998 cites W2027937011 @default.
- W4313612998 cites W2047460151 @default.
- W4313612998 cites W2071673097 @default.
- W4313612998 cites W2086892912 @default.
- W4313612998 cites W2141074467 @default.
- W4313612998 cites W2766276645 @default.
- W4313612998 cites W2786699502 @default.
- W4313612998 cites W2793568877 @default.
- W4313612998 cites W2795063467 @default.
- W4313612998 cites W2797716426 @default.
- W4313612998 cites W2809153597 @default.
- W4313612998 cites W2892746394 @default.
- W4313612998 cites W2906899900 @default.
- W4313612998 cites W2947214013 @default.
- W4313612998 cites W2949665846 @default.
- W4313612998 cites W3012259793 @default.
- W4313612998 cites W3028162623 @default.
- W4313612998 cites W3095223599 @default.
- W4313612998 cites W3120146686 @default.
- W4313612998 cites W3157166334 @default.
- W4313612998 cites W3176501442 @default.
- W4313612998 cites W3187462170 @default.
- W4313612998 cites W3201009477 @default.
- W4313612998 cites W4205744458 @default.
- W4313612998 doi "https://doi.org/10.1016/j.tust.2022.104905" @default.
- W4313612998 hasPublicationYear "2023" @default.
- W4313612998 type Work @default.
- W4313612998 citedByCount "13" @default.
- W4313612998 countsByYear W43136129982023 @default.
- W4313612998 crossrefType "journal-article" @default.
- W4313612998 hasAuthorship W4313612998A5010033834 @default.
- W4313612998 hasAuthorship W4313612998A5020728048 @default.
- W4313612998 hasAuthorship W4313612998A5036798987 @default.
- W4313612998 hasAuthorship W4313612998A5042779903 @default.
- W4313612998 hasAuthorship W4313612998A5062380693 @default.
- W4313612998 hasAuthorship W4313612998A5068624285 @default.
- W4313612998 hasAuthorship W4313612998A5072421104 @default.
- W4313612998 hasConcept C111335779 @default.
- W4313612998 hasConcept C111368507 @default.
- W4313612998 hasConcept C121332964 @default.
- W4313612998 hasConcept C127313418 @default.
- W4313612998 hasConcept C127413603 @default.
- W4313612998 hasConcept C17825722 @default.
- W4313612998 hasConcept C18555067 @default.
- W4313612998 hasConcept C187320778 @default.
- W4313612998 hasConcept C204366326 @default.
- W4313612998 hasConcept C2524010 @default.
- W4313612998 hasConcept C33923547 @default.
- W4313612998 hasConcept C41242791 @default.
- W4313612998 hasConcept C500300565 @default.
- W4313612998 hasConcept C57879066 @default.
- W4313612998 hasConcept C66938386 @default.
- W4313612998 hasConceptScore W4313612998C111335779 @default.
- W4313612998 hasConceptScore W4313612998C111368507 @default.
- W4313612998 hasConceptScore W4313612998C121332964 @default.
- W4313612998 hasConceptScore W4313612998C127313418 @default.
- W4313612998 hasConceptScore W4313612998C127413603 @default.
- W4313612998 hasConceptScore W4313612998C17825722 @default.
- W4313612998 hasConceptScore W4313612998C18555067 @default.
- W4313612998 hasConceptScore W4313612998C187320778 @default.
- W4313612998 hasConceptScore W4313612998C204366326 @default.
- W4313612998 hasConceptScore W4313612998C2524010 @default.
- W4313612998 hasConceptScore W4313612998C33923547 @default.
- W4313612998 hasConceptScore W4313612998C41242791 @default.
- W4313612998 hasConceptScore W4313612998C500300565 @default.
- W4313612998 hasConceptScore W4313612998C57879066 @default.
- W4313612998 hasConceptScore W4313612998C66938386 @default.
- W4313612998 hasFunder F4320321001 @default.
- W4313612998 hasFunder F4320326877 @default.
- W4313612998 hasFunder F4320335777 @default.
- W4313612998 hasLocation W43136129981 @default.
- W4313612998 hasOpenAccess W4313612998 @default.
- W4313612998 hasPrimaryLocation W43136129981 @default.
- W4313612998 hasRelatedWork W2007016466 @default.
- W4313612998 hasRelatedWork W2012659829 @default.
- W4313612998 hasRelatedWork W2071355278 @default.
- W4313612998 hasRelatedWork W2169450119 @default.
- W4313612998 hasRelatedWork W2327958819 @default.
- W4313612998 hasRelatedWork W2352194242 @default.
- W4313612998 hasRelatedWork W2353586701 @default.
- W4313612998 hasRelatedWork W2376039542 @default.
- W4313612998 hasRelatedWork W2389448353 @default.
- W4313612998 hasRelatedWork W3145521900 @default.
- W4313612998 hasVolume "133" @default.