Matches in SemOpenAlex for { <https://semopenalex.org/work/W4313238723> ?p ?o ?g. }
Showing items 1 to 86 of
86
with 100 items per page.
- W4313238723 endingPage "397" @default.
- W4313238723 startingPage "397" @default.
- W4313238723 abstract "Carrying out underground excavation work with retaining pile supports adjacent to a running railway is a risky and cautious job. To evaluate the safety and practicability of underground excavation, a three-dimensional finite element program was developed and used in this study to simulate and analyze the mechanical behavior of the gravel layer in response to excavation to serve as the design for retaining piles as supports. Monitoring instruments (such as inclinometers and subsidence observation points on railway track surfaces) were installed during construction to provide immediate monitoring of the excavation area and information for safety assessments. The calculation process in the numerical analysis included the execution of programs such as pre-processing, central calculation, and post-processing, as well as the simulation of construction steps, such as the initial stress of gravel layer, railway vehicle load, layered excavation, and support installation. By comparing the results of 3D finite element analysis with monitoring data, it was found that the construction method of excavating the gravel layer near the adjacent railway and supporting it with retaining piles provides a reliable engineering technology. The results of the comparative analysis were all within a safe range and showed a consistent trend." @default.
- W4313238723 created "2023-01-06" @default.
- W4313238723 creator A5013266311 @default.
- W4313238723 creator A5022379428 @default.
- W4313238723 creator A5027825658 @default.
- W4313238723 creator A5030758016 @default.
- W4313238723 creator A5039288625 @default.
- W4313238723 creator A5045652727 @default.
- W4313238723 date "2022-12-28" @default.
- W4313238723 modified "2023-09-30" @default.
- W4313238723 title "Mechanical Behavior Analysis of Excavation and Retaining Piles in Gravel Formation along Adjacent Railways: A Comparative 3D FEM Study with Monitoring Data" @default.
- W4313238723 cites W1509949835 @default.
- W4313238723 cites W1534767221 @default.
- W4313238723 cites W1969255463 @default.
- W4313238723 cites W1975073490 @default.
- W4313238723 cites W1985009039 @default.
- W4313238723 cites W1994353997 @default.
- W4313238723 cites W2018071660 @default.
- W4313238723 cites W2037445006 @default.
- W4313238723 cites W2058026736 @default.
- W4313238723 cites W2060080570 @default.
- W4313238723 cites W2067802856 @default.
- W4313238723 cites W2073329650 @default.
- W4313238723 cites W2074874193 @default.
- W4313238723 cites W2075619632 @default.
- W4313238723 cites W2081614008 @default.
- W4313238723 cites W2088255428 @default.
- W4313238723 cites W2090388798 @default.
- W4313238723 cites W2135743199 @default.
- W4313238723 cites W2203649962 @default.
- W4313238723 cites W2776940726 @default.
- W4313238723 cites W2914940626 @default.
- W4313238723 cites W3022390525 @default.
- W4313238723 cites W3089086045 @default.
- W4313238723 cites W3119394923 @default.
- W4313238723 cites W3169014767 @default.
- W4313238723 doi "https://doi.org/10.3390/app13010397" @default.
- W4313238723 hasPublicationYear "2022" @default.
- W4313238723 type Work @default.
- W4313238723 citedByCount "0" @default.
- W4313238723 crossrefType "journal-article" @default.
- W4313238723 hasAuthorship W4313238723A5013266311 @default.
- W4313238723 hasAuthorship W4313238723A5022379428 @default.
- W4313238723 hasAuthorship W4313238723A5027825658 @default.
- W4313238723 hasAuthorship W4313238723A5030758016 @default.
- W4313238723 hasAuthorship W4313238723A5039288625 @default.
- W4313238723 hasAuthorship W4313238723A5045652727 @default.
- W4313238723 hasBestOaLocation W43132387231 @default.
- W4313238723 hasConcept C119560385 @default.
- W4313238723 hasConcept C127313418 @default.
- W4313238723 hasConcept C127413603 @default.
- W4313238723 hasConcept C13280743 @default.
- W4313238723 hasConcept C135628077 @default.
- W4313238723 hasConcept C158105764 @default.
- W4313238723 hasConcept C187320778 @default.
- W4313238723 hasConcept C31858485 @default.
- W4313238723 hasConcept C66938386 @default.
- W4313238723 hasConceptScore W4313238723C119560385 @default.
- W4313238723 hasConceptScore W4313238723C127313418 @default.
- W4313238723 hasConceptScore W4313238723C127413603 @default.
- W4313238723 hasConceptScore W4313238723C13280743 @default.
- W4313238723 hasConceptScore W4313238723C135628077 @default.
- W4313238723 hasConceptScore W4313238723C158105764 @default.
- W4313238723 hasConceptScore W4313238723C187320778 @default.
- W4313238723 hasConceptScore W4313238723C31858485 @default.
- W4313238723 hasConceptScore W4313238723C66938386 @default.
- W4313238723 hasIssue "1" @default.
- W4313238723 hasLocation W43132387231 @default.
- W4313238723 hasOpenAccess W4313238723 @default.
- W4313238723 hasPrimaryLocation W43132387231 @default.
- W4313238723 hasRelatedWork W2020650222 @default.
- W4313238723 hasRelatedWork W2357096279 @default.
- W4313238723 hasRelatedWork W2357691332 @default.
- W4313238723 hasRelatedWork W2361189447 @default.
- W4313238723 hasRelatedWork W2739991112 @default.
- W4313238723 hasRelatedWork W2902769413 @default.
- W4313238723 hasRelatedWork W3046826385 @default.
- W4313238723 hasRelatedWork W3214296197 @default.
- W4313238723 hasRelatedWork W4206083916 @default.
- W4313238723 hasRelatedWork W4211037827 @default.
- W4313238723 hasVolume "13" @default.
- W4313238723 isParatext "false" @default.
- W4313238723 isRetracted "false" @default.
- W4313238723 workType "article" @default.