Matches in SemOpenAlex for { <https://semopenalex.org/work/W4206572105> ?p ?o ?g. }
Showing items 1 to 93 of
93
with 100 items per page.
- W4206572105 endingPage "217" @default.
- W4206572105 startingPage "203" @default.
- W4206572105 abstract "Abstract The excavation process of tunnels induces stresses and deformation in the surrounding soil. The method of excavation is one of the major problems related to the safety of the operators and the ground stability during the construction of underground works. So, it is necessary to choose an ideal method to minimize the displacements and stresses induced by tunneling. The main aim of this study is to simulate numerically the effect of different processes of tunneling on ground displacements, the settlements at surface soil and the internal efforts induced in the lining tunnel; in order to select the best process of excavation, which gives us a less effects on displacements generated by tunneling, thus, ensuring the stability and the solidity of the underground constructions. In addition, this study allows us to control and to predict the diverse movements generated by tunneling (displacements, settlements, efforts internes) exclusively for the shallow tunnel nearby to the underground constructions in the urban site. This modeling will be done by employing five different processes for tunnel excavation using the NATM (New Austrian Tunneling Method) method. The first process, the modeling of the excavation tunnel, is done almost in the same way as in reality; the partial face excavation, with seven slices, made by the excavation. The second process, by partial face excavation, is divided into eleven slices, next, we used the partial face excavation by nine slices, and then in thirteen slices. Finally, the dig is made by full-face excavation. The paper contributes to the prediction of the response of the soil environment to tunnel excavation using the NATM method and to minimize the diverse movements generated by tunneling. The appropriately chosen methodology confirms that displacements and subsidence are strongly influenced by the tunneling method. The three-dimensional Finite Elements Method using Plaxis3D program has been applied in the numerical simulation. The study resulted in the recommendation of a process that minimizes the effect of excavation on subsidence and ground displacement for a particular Setiha tunnel." @default.
- W4206572105 created "2022-01-25" @default.
- W4206572105 creator A5060238644 @default.
- W4206572105 date "2021-12-01" @default.
- W4206572105 modified "2023-10-16" @default.
- W4206572105 title "Effects of different processes of tunneling on displacements soil using 3D Finite Element Method" @default.
- W4206572105 cites W1064933406 @default.
- W4206572105 cites W1662451521 @default.
- W4206572105 cites W1983470457 @default.
- W4206572105 cites W2037090393 @default.
- W4206572105 cites W2066994742 @default.
- W4206572105 cites W2107562455 @default.
- W4206572105 cites W2115515249 @default.
- W4206572105 cites W2126507689 @default.
- W4206572105 cites W2132953790 @default.
- W4206572105 cites W2136599360 @default.
- W4206572105 cites W2163269918 @default.
- W4206572105 cites W2190337502 @default.
- W4206572105 cites W2255976679 @default.
- W4206572105 cites W2288525819 @default.
- W4206572105 cites W2768952950 @default.
- W4206572105 doi "https://doi.org/10.2478/sspjce-2021-0027" @default.
- W4206572105 hasPublicationYear "2021" @default.
- W4206572105 type Work @default.
- W4206572105 citedByCount "0" @default.
- W4206572105 crossrefType "journal-article" @default.
- W4206572105 hasAuthorship W4206572105A5060238644 @default.
- W4206572105 hasBestOaLocation W42065721051 @default.
- W4206572105 hasConcept C111368507 @default.
- W4206572105 hasConcept C111919701 @default.
- W4206572105 hasConcept C120398109 @default.
- W4206572105 hasConcept C127313418 @default.
- W4206572105 hasConcept C127413603 @default.
- W4206572105 hasConcept C135628077 @default.
- W4206572105 hasConcept C136764020 @default.
- W4206572105 hasConcept C144024400 @default.
- W4206572105 hasConcept C145097563 @default.
- W4206572105 hasConcept C16674752 @default.
- W4206572105 hasConcept C178595277 @default.
- W4206572105 hasConcept C187320778 @default.
- W4206572105 hasConcept C192562407 @default.
- W4206572105 hasConcept C204366326 @default.
- W4206572105 hasConcept C2777063073 @default.
- W4206572105 hasConcept C2779304628 @default.
- W4206572105 hasConcept C31858485 @default.
- W4206572105 hasConcept C36289849 @default.
- W4206572105 hasConcept C41008148 @default.
- W4206572105 hasConcept C49040817 @default.
- W4206572105 hasConcept C66938386 @default.
- W4206572105 hasConcept C98045186 @default.
- W4206572105 hasConceptScore W4206572105C111368507 @default.
- W4206572105 hasConceptScore W4206572105C111919701 @default.
- W4206572105 hasConceptScore W4206572105C120398109 @default.
- W4206572105 hasConceptScore W4206572105C127313418 @default.
- W4206572105 hasConceptScore W4206572105C127413603 @default.
- W4206572105 hasConceptScore W4206572105C135628077 @default.
- W4206572105 hasConceptScore W4206572105C136764020 @default.
- W4206572105 hasConceptScore W4206572105C144024400 @default.
- W4206572105 hasConceptScore W4206572105C145097563 @default.
- W4206572105 hasConceptScore W4206572105C16674752 @default.
- W4206572105 hasConceptScore W4206572105C178595277 @default.
- W4206572105 hasConceptScore W4206572105C187320778 @default.
- W4206572105 hasConceptScore W4206572105C192562407 @default.
- W4206572105 hasConceptScore W4206572105C204366326 @default.
- W4206572105 hasConceptScore W4206572105C2777063073 @default.
- W4206572105 hasConceptScore W4206572105C2779304628 @default.
- W4206572105 hasConceptScore W4206572105C31858485 @default.
- W4206572105 hasConceptScore W4206572105C36289849 @default.
- W4206572105 hasConceptScore W4206572105C41008148 @default.
- W4206572105 hasConceptScore W4206572105C49040817 @default.
- W4206572105 hasConceptScore W4206572105C66938386 @default.
- W4206572105 hasConceptScore W4206572105C98045186 @default.
- W4206572105 hasIssue "2" @default.
- W4206572105 hasLocation W42065721051 @default.
- W4206572105 hasLocation W42065721052 @default.
- W4206572105 hasOpenAccess W4206572105 @default.
- W4206572105 hasPrimaryLocation W42065721051 @default.
- W4206572105 hasRelatedWork W2002336557 @default.
- W4206572105 hasRelatedWork W2067213740 @default.
- W4206572105 hasRelatedWork W2361189447 @default.
- W4206572105 hasRelatedWork W2367642520 @default.
- W4206572105 hasRelatedWork W2369601613 @default.
- W4206572105 hasRelatedWork W2379662519 @default.
- W4206572105 hasRelatedWork W2491674506 @default.
- W4206572105 hasRelatedWork W4200326868 @default.
- W4206572105 hasRelatedWork W4212872688 @default.
- W4206572105 hasRelatedWork W2182628165 @default.
- W4206572105 hasVolume "16" @default.
- W4206572105 isParatext "false" @default.
- W4206572105 isRetracted "false" @default.
- W4206572105 workType "article" @default.