FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4309091909> ?p ?o ?g. }

• W4309091909 endingPage "11105" @default.
• W4309091909 startingPage "11105" @default.
• W4309091909 abstract "To ensure the safety of excavations such as large section tunnels of the Guangxi Liubin Highway Tunnel Project, we implemented a simulation analysis of 3D tunnel models based on finite software for different construction methods. Different from the traditional simulation, this paper uses various construction methods to compare, study, and analyze the advantages and disadvantages of different excavation methods by combining them with the excavation. The feasibility of different construction methods was analyzed by studying the mechanical characteristics and settlement changes using the Cross Diaphragm (CRD), Center Diaphragm (CD), and full-section methods while building a large section tunnel. The arch perimeter deformation and surface settlement during the initial support and secondary lining proved that the CRD excavation method is the most favorable and causes the least damage to the stability of the surrounding rock. For the analysis of surface subsidence, the “V”-shaped surface subsidence curve excavated by the CRD method is the closest to the subsidence curve. However, we used the adjusted peak formula to fit the prediction formula for the surface settlement curve of the deep-buried two-lane tunnel with a large cross-section applicable to this project, which will provide an important reference for similar projects." @default.
• W4309091909 created "2022-11-21" @default.
• W4309091909 creator A5000904385 @default.
• W4309091909 creator A5004647396 @default.
• W4309091909 creator A5052018942 @default.
• W4309091909 creator A5066393809 @default.
• W4309091909 creator A5070260711 @default.
• W4309091909 creator A5077175698 @default.
• W4309091909 creator A5087415987 @default.
• W4309091909 date "2022-11-02" @default.
• W4309091909 modified "2023-10-14" @default.
• W4309091909 title "Ground Settlement of Deeply Buried Two-Lane Tunnels with Large Cross-Sections Using Different Construction Methods" @default.
• W4309091909 cites W1989015248 @default.
• W4309091909 cites W2047594506 @default.
• W4309091909 cites W2580514527 @default.
• W4309091909 cites W2634744475 @default.
• W4309091909 cites W2886648539 @default.
• W4309091909 cites W2888013254 @default.
• W4309091909 cites W2914105851 @default.
• W4309091909 cites W2918106842 @default.
• W4309091909 cites W2946516773 @default.
• W4309091909 cites W3059387100 @default.
• W4309091909 cites W30692309 @default.
• W4309091909 cites W3120217341 @default.
• W4309091909 cites W3126822846 @default.
• W4309091909 cites W3134521753 @default.
• W4309091909 cites W3138719751 @default.
• W4309091909 cites W3164111316 @default.
• W4309091909 cites W3210433961 @default.
• W4309091909 cites W4207079176 @default.
• W4309091909 cites W4221057767 @default.
• W4309091909 cites W4295548734 @default.
• W4309091909 doi "https://doi.org/10.3390/app122111105" @default.
• W4309091909 hasPublicationYear "2022" @default.
• W4309091909 type Work @default.
• W4309091909 citedByCount "0" @default.
• W4309091909 crossrefType "journal-article" @default.
• W4309091909 hasAuthorship W4309091909A5000904385 @default.
• W4309091909 hasAuthorship W4309091909A5004647396 @default.
• W4309091909 hasAuthorship W4309091909A5052018942 @default.
• W4309091909 hasAuthorship W4309091909A5066393809 @default.
• W4309091909 hasAuthorship W4309091909A5070260711 @default.
• W4309091909 hasAuthorship W4309091909A5077175698 @default.
• W4309091909 hasAuthorship W4309091909A5087415987 @default.
• W4309091909 hasBestOaLocation W43090919091 @default.
• W4309091909 hasConcept C109007969 @default.
• W4309091909 hasConcept C111919701 @default.
• W4309091909 hasConcept C11312509 @default.
• W4309091909 hasConcept C119599485 @default.
• W4309091909 hasConcept C121332964 @default.
• W4309091909 hasConcept C127313418 @default.
• W4309091909 hasConcept C127413603 @default.
• W4309091909 hasConcept C136764020 @default.
• W4309091909 hasConcept C145097563 @default.
• W4309091909 hasConcept C151730666 @default.
• W4309091909 hasConcept C157138929 @default.
• W4309091909 hasConcept C164292776 @default.
• W4309091909 hasConcept C16674752 @default.
• W4309091909 hasConcept C180851071 @default.
• W4309091909 hasConcept C187320778 @default.
• W4309091909 hasConcept C2777063073 @default.
• W4309091909 hasConcept C2780129039 @default.
• W4309091909 hasConcept C31858485 @default.
• W4309091909 hasConcept C41008148 @default.
• W4309091909 hasConcept C46814834 @default.
• W4309091909 hasConcept C52234038 @default.
• W4309091909 hasConcept C62520636 @default.
• W4309091909 hasConcept C66938386 @default.
• W4309091909 hasConceptScore W4309091909C109007969 @default.
• W4309091909 hasConceptScore W4309091909C111919701 @default.
• W4309091909 hasConceptScore W4309091909C11312509 @default.
• W4309091909 hasConceptScore W4309091909C119599485 @default.
• W4309091909 hasConceptScore W4309091909C121332964 @default.
• W4309091909 hasConceptScore W4309091909C127313418 @default.
• W4309091909 hasConceptScore W4309091909C127413603 @default.
• W4309091909 hasConceptScore W4309091909C136764020 @default.
• W4309091909 hasConceptScore W4309091909C145097563 @default.
• W4309091909 hasConceptScore W4309091909C151730666 @default.
• W4309091909 hasConceptScore W4309091909C157138929 @default.
• W4309091909 hasConceptScore W4309091909C164292776 @default.
• W4309091909 hasConceptScore W4309091909C16674752 @default.
• W4309091909 hasConceptScore W4309091909C180851071 @default.
• W4309091909 hasConceptScore W4309091909C187320778 @default.
• W4309091909 hasConceptScore W4309091909C2777063073 @default.
• W4309091909 hasConceptScore W4309091909C2780129039 @default.
• W4309091909 hasConceptScore W4309091909C31858485 @default.
• W4309091909 hasConceptScore W4309091909C41008148 @default.
• W4309091909 hasConceptScore W4309091909C46814834 @default.
• W4309091909 hasConceptScore W4309091909C52234038 @default.
• W4309091909 hasConceptScore W4309091909C62520636 @default.
• W4309091909 hasConceptScore W4309091909C66938386 @default.
• W4309091909 hasFunder F4320321001 @default.
• W4309091909 hasIssue "21" @default.
• W4309091909 hasLocation W43090919091 @default.
• W4309091909 hasLocation W43090919092 @default.
• W4309091909 hasOpenAccess W4309091909 @default.
• W4309091909 hasPrimaryLocation W43090919091 @default.
• W4309091909 hasRelatedWork W1973588690 @default.

• next