Matches in SemOpenAlex for { <https://semopenalex.org/work/W4313246628> ?p ?o ?g. }
Showing items 1 to 92 of
92
with 100 items per page.
- W4313246628 endingPage "293" @default.
- W4313246628 startingPage "293" @default.
- W4313246628 abstract "To effectively optimize the mechanical behavior of a traditional anti-slide pile and reduce environmental destruction, a new method for slope reinforcement by a spatial arc crown beam composite supporting structure was proposed. First, a numerical model was validated through lab-scale model test data obtained herein, and then a full-scale numerical model was created for an in-depth understanding of the distribution regularity of displacement along the pile, the soil pressure, the crown beam stiffness, and so on. The results demonstrated that: (1) The spatial arc crown beam is simplified to a two-hinged arch, and the maximum value of the bending moment in the arc crown beam is about one-third of the straight crown beam through theoretical calculation. (2) The spatial arc crown beam redistributes the load sharing among different piles, and the extreme bending moment of other piles varies within 10% along the downhill direction except for the piles at the slope foot. (3) Bending moments are close to zero at the pile end, and the anti-slide pile can be simplified as a vertical beam with one end fixed and the other end hinged. (4) The axial force in the spatial arc crown beam is always presented as pressure, so the crown beam can make full utilization of the compression resistance of concrete. (5) The distribution characteristic of soil pressure in front of the pile at the arch foot is different from that in other positions, and the stable soil at the slope foot provides greater soil resistance for anti-piles. (6) As the crown beam stiffness is above five times the reference value, the axial force of the crown beam tends to be stable, and as the crown beam stiffness increases continually, the maximum value of My is −1013.13 kN·m, and the constraining effect of the crown beam is gradually weakened." @default.
- W4313246628 created "2023-01-06" @default.
- W4313246628 creator A5007088288 @default.
- W4313246628 creator A5023213598 @default.
- W4313246628 creator A5045779549 @default.
- W4313246628 creator A5056630426 @default.
- W4313246628 creator A5079144613 @default.
- W4313246628 date "2022-12-26" @default.
- W4313246628 modified "2023-10-16" @default.
- W4313246628 title "Research on Mechanical Characteristics of Slope Reinforcement by Spatial Arc Crown Beam Composite Supporting Structure" @default.
- W4313246628 cites W1934148005 @default.
- W4313246628 cites W1973343421 @default.
- W4313246628 cites W1977104708 @default.
- W4313246628 cites W2017254736 @default.
- W4313246628 cites W2047466033 @default.
- W4313246628 cites W2089786534 @default.
- W4313246628 cites W2262331734 @default.
- W4313246628 cites W2312210946 @default.
- W4313246628 cites W2505930042 @default.
- W4313246628 cites W2520595494 @default.
- W4313246628 cites W2893645018 @default.
- W4313246628 cites W2929496924 @default.
- W4313246628 cites W2998698346 @default.
- W4313246628 cites W3014492033 @default.
- W4313246628 cites W3108315281 @default.
- W4313246628 cites W3120509761 @default.
- W4313246628 cites W3120917096 @default.
- W4313246628 cites W4206770748 @default.
- W4313246628 cites W4213115838 @default.
- W4313246628 doi "https://doi.org/10.3390/app13010293" @default.
- W4313246628 hasPublicationYear "2022" @default.
- W4313246628 type Work @default.
- W4313246628 citedByCount "0" @default.
- W4313246628 crossrefType "journal-article" @default.
- W4313246628 hasAuthorship W4313246628A5007088288 @default.
- W4313246628 hasAuthorship W4313246628A5023213598 @default.
- W4313246628 hasAuthorship W4313246628A5045779549 @default.
- W4313246628 hasAuthorship W4313246628A5056630426 @default.
- W4313246628 hasAuthorship W4313246628A5079144613 @default.
- W4313246628 hasBestOaLocation W43132466281 @default.
- W4313246628 hasConcept C11312509 @default.
- W4313246628 hasConcept C119560385 @default.
- W4313246628 hasConcept C127313418 @default.
- W4313246628 hasConcept C127413603 @default.
- W4313246628 hasConcept C128172907 @default.
- W4313246628 hasConcept C159985019 @default.
- W4313246628 hasConcept C168834538 @default.
- W4313246628 hasConcept C187320778 @default.
- W4313246628 hasConcept C192562407 @default.
- W4313246628 hasConcept C2778400979 @default.
- W4313246628 hasConcept C2779372316 @default.
- W4313246628 hasConcept C2780759522 @default.
- W4313246628 hasConcept C29951281 @default.
- W4313246628 hasConcept C66938386 @default.
- W4313246628 hasConcept C70673446 @default.
- W4313246628 hasConceptScore W4313246628C11312509 @default.
- W4313246628 hasConceptScore W4313246628C119560385 @default.
- W4313246628 hasConceptScore W4313246628C127313418 @default.
- W4313246628 hasConceptScore W4313246628C127413603 @default.
- W4313246628 hasConceptScore W4313246628C128172907 @default.
- W4313246628 hasConceptScore W4313246628C159985019 @default.
- W4313246628 hasConceptScore W4313246628C168834538 @default.
- W4313246628 hasConceptScore W4313246628C187320778 @default.
- W4313246628 hasConceptScore W4313246628C192562407 @default.
- W4313246628 hasConceptScore W4313246628C2778400979 @default.
- W4313246628 hasConceptScore W4313246628C2779372316 @default.
- W4313246628 hasConceptScore W4313246628C2780759522 @default.
- W4313246628 hasConceptScore W4313246628C29951281 @default.
- W4313246628 hasConceptScore W4313246628C66938386 @default.
- W4313246628 hasConceptScore W4313246628C70673446 @default.
- W4313246628 hasFunder F4320321001 @default.
- W4313246628 hasIssue "1" @default.
- W4313246628 hasLocation W43132466281 @default.
- W4313246628 hasLocation W43132466282 @default.
- W4313246628 hasOpenAccess W4313246628 @default.
- W4313246628 hasPrimaryLocation W43132466281 @default.
- W4313246628 hasRelatedWork W2033770403 @default.
- W4313246628 hasRelatedWork W2041120948 @default.
- W4313246628 hasRelatedWork W2357468190 @default.
- W4313246628 hasRelatedWork W2362381983 @default.
- W4313246628 hasRelatedWork W2366977933 @default.
- W4313246628 hasRelatedWork W2379583768 @default.
- W4313246628 hasRelatedWork W2382925371 @default.
- W4313246628 hasRelatedWork W2557574549 @default.
- W4313246628 hasRelatedWork W2964117433 @default.
- W4313246628 hasRelatedWork W3216807208 @default.
- W4313246628 hasVolume "13" @default.
- W4313246628 isParatext "false" @default.
- W4313246628 isRetracted "false" @default.
- W4313246628 workType "article" @default.