FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2890734279> ?p ?o ?g. }

• W2890734279 endingPage "481" @default.
• W2890734279 startingPage "468" @default.
• W2890734279 abstract "This paper presented a case study on the deformation and stress characteristics of twin tunnels induced by close distance earth pressure balance shield (EPBS) under-crossing in sandy soil stratum, located in Changsha, China. The horizontal columns constructed by Metro Jet System (MJS) method were used to stabilize the sandy soil below the existing twin tunnels. The deformation and the stress of existing tunnels which affected by the construction of new tunnels were systematically monitored. The settlement development of the existing tunnels was found to experience four stages: (i) subsidence, (ii) heave, (iii) second subsidence, and (iv) steady state, respectively. The settlement profiles of the existing tunnels induced by the second tunnel under-crossing were found to be asymmetric with respect to the second tunnel centerline, and the location of the maximum settlement point deviated toward the twin tunnels center. The settlement caused by the second shield under-crossing was found significantly larger than that caused by the first tunnel under-crossing. After the two shields passing, the final settlement profile of the existing tunnels displayed a “U” shape. The induced hoop stress of the existing tunnels changed sharply during the shield under-crossing. The cross-section of the existing tunnels changed into a skewed oval shape. The final rotation direction of the existing left and right tunnels above the first and second tunnels centerline was opposite. Both the existing tunnels rotated toward the location of the large volume loss. The shifted Gaussian distribution curve was adopted to model the settlement profiles of the existing tunnels. The differences of the settlement profiles caused by the first and second tunnels excavation were also explained." @default.
• W2890734279 created "2018-09-27" @default.
• W2890734279 creator A5018930545 @default.
• W2890734279 creator A5024893578 @default.
• W2890734279 creator A5045163711 @default.
• W2890734279 creator A5057310526 @default.
• W2890734279 creator A5058273447 @default.
• W2890734279 creator A5062735261 @default.
• W2890734279 creator A5079214209 @default.
• W2890734279 date "2018-12-01" @default.
• W2890734279 modified "2023-10-07" @default.
• W2890734279 title "Deformation and stress characteristics of existing twin tunnels induced by close-distance EPBS under-crossing" @default.
• W2890734279 cites W1125616051 @default.
• W2890734279 cites W1970537732 @default.
• W2890734279 cites W1992581666 @default.
• W2890734279 cites W2018682241 @default.
• W2890734279 cites W2037209860 @default.
• W2890734279 cites W2039530964 @default.
• W2890734279 cites W2042172312 @default.
• W2890734279 cites W2047241702 @default.
• W2890734279 cites W2055704756 @default.
• W2890734279 cites W2061249356 @default.
• W2890734279 cites W2061773030 @default.
• W2890734279 cites W2062239031 @default.
• W2890734279 cites W2062855978 @default.
• W2890734279 cites W2069586954 @default.
• W2890734279 cites W2071551547 @default.
• W2890734279 cites W2082769707 @default.
• W2890734279 cites W2088799324 @default.
• W2890734279 cites W2107562455 @default.
• W2890734279 cites W2134540496 @default.
• W2890734279 cites W2143110599 @default.
• W2890734279 cites W2150016662 @default.
• W2890734279 cites W2211205654 @default.
• W2890734279 cites W2396567139 @default.
• W2890734279 cites W2414347588 @default.
• W2890734279 cites W2609841503 @default.
• W2890734279 cites W2736688739 @default.
• W2890734279 cites W2741666946 @default.
• W2890734279 cites W2747302863 @default.
• W2890734279 cites W2800628371 @default.
• W2890734279 cites W2801391805 @default.
• W2890734279 cites W2808035437 @default.
• W2890734279 cites W4255842900 @default.
• W2890734279 cites W833237610 @default.
• W2890734279 doi "https://doi.org/10.1016/j.tust.2018.08.059" @default.
• W2890734279 hasPublicationYear "2018" @default.
• W2890734279 type Work @default.
• W2890734279 sameAs 2890734279 @default.
• W2890734279 citedByCount "81" @default.
• W2890734279 countsByYear W28907342792019 @default.
• W2890734279 countsByYear W28907342792020 @default.
• W2890734279 countsByYear W28907342792021 @default.
• W2890734279 countsByYear W28907342792022 @default.
• W2890734279 countsByYear W28907342792023 @default.
• W2890734279 crossrefType "journal-article" @default.
• W2890734279 hasAuthorship W2890734279A5018930545 @default.
• W2890734279 hasAuthorship W2890734279A5024893578 @default.
• W2890734279 hasAuthorship W2890734279A5045163711 @default.
• W2890734279 hasAuthorship W2890734279A5057310526 @default.
• W2890734279 hasAuthorship W2890734279A5058273447 @default.
• W2890734279 hasAuthorship W2890734279A5062735261 @default.
• W2890734279 hasAuthorship W2890734279A5079214209 @default.
• W2890734279 hasBestOaLocation W28907342791 @default.
• W2890734279 hasConcept C109007969 @default.
• W2890734279 hasConcept C111368507 @default.
• W2890734279 hasConcept C114793014 @default.
• W2890734279 hasConcept C127313418 @default.
• W2890734279 hasConcept C127413603 @default.
• W2890734279 hasConcept C136764020 @default.
• W2890734279 hasConcept C138081364 @default.
• W2890734279 hasConcept C138885662 @default.
• W2890734279 hasConcept C145097563 @default.
• W2890734279 hasConcept C175585516 @default.
• W2890734279 hasConcept C180851071 @default.
• W2890734279 hasConcept C187320778 @default.
• W2890734279 hasConcept C204366326 @default.
• W2890734279 hasConcept C21036866 @default.
• W2890734279 hasConcept C2524010 @default.
• W2890734279 hasConcept C2777063073 @default.
• W2890734279 hasConcept C29951281 @default.
• W2890734279 hasConcept C33923547 @default.
• W2890734279 hasConcept C41008148 @default.
• W2890734279 hasConcept C41895202 @default.
• W2890734279 hasConcept C5900021 @default.
• W2890734279 hasConcept C66938386 @default.
• W2890734279 hasConceptScore W2890734279C109007969 @default.
• W2890734279 hasConceptScore W2890734279C111368507 @default.
• W2890734279 hasConceptScore W2890734279C114793014 @default.
• W2890734279 hasConceptScore W2890734279C127313418 @default.
• W2890734279 hasConceptScore W2890734279C127413603 @default.
• W2890734279 hasConceptScore W2890734279C136764020 @default.
• W2890734279 hasConceptScore W2890734279C138081364 @default.
• W2890734279 hasConceptScore W2890734279C138885662 @default.
• W2890734279 hasConceptScore W2890734279C145097563 @default.
• W2890734279 hasConceptScore W2890734279C175585516 @default.
• W2890734279 hasConceptScore W2890734279C180851071 @default.
• W2890734279 hasConceptScore W2890734279C187320778 @default.

• next