FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4308405424> ?p ?o ?g. }

• W4308405424 endingPage "3472" @default.
• W4308405424 startingPage "3449" @default.
• W4308405424 abstract "Supports are typically installed to maintain the stability of tunnels in rock. The supporting forces and their spatial distributions are important quantities in tunnel and lining design. Analytical solutions can provide rapid predictions of the mechanical responses for the entire ground and lining; however, the rock–lining interaction under realistic conditions in shallow tunnel construction is still not fully considered in the current analytical research due to mathematical difficulties. This study provides a semi-analytical approach to accurately address the elastic stress and displacement around shallow lined tunnels induced by tunnel excavation and lining installation with full consideration of the rock–lining interaction and the lining thickness, stiffness and installation time. Based on the complex variable theory and conformal mappings, the stress and displacement of the rock and lining are expressed by potentials in the form of Laurent series. A few coefficients in these series are determined, and the relationships among the other coefficients are established by the boundary conditions. The optimisation model is then proposed by satisfying the compatibility conditions at several points along the rock–lining interface with minimum error, by which all the coefficients in the potentials of the rock and lining are finally addressed. The semi-analytical approach is verified by the good agreement between the results of the semi-analytical and numerical models under the same assumptions. A parametric study is performed to investigate the influence of the key parameters on the stress and displacement of the ground and lining. The proposed semi-analytical approach can rapidly and precisely provide the mechanical field of rock and lining, and the code can be provided to interested readers." @default.
• W4308405424 created "2022-11-11" @default.
• W4308405424 creator A5032336798 @default.
• W4308405424 creator A5046449623 @default.
• W4308405424 creator A5078809350 @default.
• W4308405424 creator A5082355996 @default.
• W4308405424 date "2022-11-07" @default.
• W4308405424 modified "2023-09-24" @default.
• W4308405424 title "A semi-analytical approach for the stress and displacement around lined circular tunnels at shallow depths" @default.
• W4308405424 cites W1520500977 @default.
• W4308405424 cites W1529839690 @default.
• W4308405424 cites W1977684705 @default.
• W4308405424 cites W1978747582 @default.
• W4308405424 cites W1984980574 @default.
• W4308405424 cites W1993976425 @default.
• W4308405424 cites W1994932715 @default.
• W4308405424 cites W1998600054 @default.
• W4308405424 cites W2004288295 @default.
• W4308405424 cites W2007915271 @default.
• W4308405424 cites W2018408570 @default.
• W4308405424 cites W2020378393 @default.
• W4308405424 cites W2028017649 @default.
• W4308405424 cites W2035257613 @default.
• W4308405424 cites W2040489947 @default.
• W4308405424 cites W2043120381 @default.
• W4308405424 cites W2052929067 @default.
• W4308405424 cites W2061604038 @default.
• W4308405424 cites W2083809670 @default.
• W4308405424 cites W2099501684 @default.
• W4308405424 cites W2101974375 @default.
• W4308405424 cites W2102666749 @default.
• W4308405424 cites W2112973155 @default.
• W4308405424 cites W2115232070 @default.
• W4308405424 cites W2134608995 @default.
• W4308405424 cites W214113673 @default.
• W4308405424 cites W2180955714 @default.
• W4308405424 cites W2353307127 @default.
• W4308405424 cites W2511217277 @default.
• W4308405424 cites W2607158129 @default.
• W4308405424 cites W2746606781 @default.
• W4308405424 cites W2758214325 @default.
• W4308405424 cites W2767143094 @default.
• W4308405424 cites W2784330408 @default.
• W4308405424 cites W2801094129 @default.
• W4308405424 cites W2810455017 @default.
• W4308405424 cites W2889288742 @default.
• W4308405424 cites W2904604594 @default.
• W4308405424 cites W2905715062 @default.
• W4308405424 cites W2910927769 @default.
• W4308405424 cites W2965152914 @default.
• W4308405424 cites W2973355919 @default.
• W4308405424 cites W2981233720 @default.
• W4308405424 cites W2996779711 @default.
• W4308405424 cites W3048139231 @default.
• W4308405424 cites W4252853935 @default.
• W4308405424 doi "https://doi.org/10.1080/19648189.2022.2137247" @default.
• W4308405424 hasPublicationYear "2022" @default.
• W4308405424 type Work @default.
• W4308405424 citedByCount "0" @default.
• W4308405424 crossrefType "journal-article" @default.
• W4308405424 hasAuthorship W4308405424A5032336798 @default.
• W4308405424 hasAuthorship W4308405424A5046449623 @default.
• W4308405424 hasAuthorship W4308405424A5078809350 @default.
• W4308405424 hasAuthorship W4308405424A5082355996 @default.
• W4308405424 hasConcept C105795698 @default.
• W4308405424 hasConcept C107551265 @default.
• W4308405424 hasConcept C117251300 @default.
• W4308405424 hasConcept C127313418 @default.
• W4308405424 hasConcept C127413603 @default.
• W4308405424 hasConcept C134306372 @default.
• W4308405424 hasConcept C138885662 @default.
• W4308405424 hasConcept C15744967 @default.
• W4308405424 hasConcept C182310444 @default.
• W4308405424 hasConcept C187320778 @default.
• W4308405424 hasConcept C21036866 @default.
• W4308405424 hasConcept C2524010 @default.
• W4308405424 hasConcept C2779372316 @default.
• W4308405424 hasConcept C31858485 @default.
• W4308405424 hasConcept C33923547 @default.
• W4308405424 hasConcept C41895202 @default.
• W4308405424 hasConcept C542102704 @default.
• W4308405424 hasConcept C66938386 @default.
• W4308405424 hasConcept C98214594 @default.
• W4308405424 hasConceptScore W4308405424C105795698 @default.
• W4308405424 hasConceptScore W4308405424C107551265 @default.
• W4308405424 hasConceptScore W4308405424C117251300 @default.
• W4308405424 hasConceptScore W4308405424C127313418 @default.
• W4308405424 hasConceptScore W4308405424C127413603 @default.
• W4308405424 hasConceptScore W4308405424C134306372 @default.
• W4308405424 hasConceptScore W4308405424C138885662 @default.
• W4308405424 hasConceptScore W4308405424C15744967 @default.
• W4308405424 hasConceptScore W4308405424C182310444 @default.
• W4308405424 hasConceptScore W4308405424C187320778 @default.
• W4308405424 hasConceptScore W4308405424C21036866 @default.
• W4308405424 hasConceptScore W4308405424C2524010 @default.
• W4308405424 hasConceptScore W4308405424C2779372316 @default.
• W4308405424 hasConceptScore W4308405424C31858485 @default.
• W4308405424 hasConceptScore W4308405424C33923547 @default.

• next