Matches in SemOpenAlex for { <https://semopenalex.org/work/W2088583802> ?p ?o ?g. }
Showing items 1 to 85 of
85
with 100 items per page.
- W2088583802 endingPage "524" @default.
- W2088583802 startingPage "514" @default.
- W2088583802 abstract "Abstract This article presents the performance of a fully instrumented test wall reinforced with bearing reinforcement. Bearing reinforcement is an inextensible earth reinforcement. It is composed of a longitudinal member and transverse members. The longitudinal member is a deformed steel bar and the transverse members are a set of equal steel angles. The test wall was 6 m high, 9 m long at the top, 6 m wide at the top, and 12 m long, 21 m wide at the base and was constructed on a hard stratum. The facing panels were made of segmental concrete block which measured 1.50 × 1.50 × 0.14 m in dimension. From the full-scale test results, the bearing stress distribution is a trapezoid shape as generally assumed for the examination of the external stability of MSE walls. The tilt of the bearing reinforcement earth (BRE) wall indicates that the BRE wall behaves as a rigid body. The coefficients of earth pressure decrease with depth and approach the active state at deeper reinforcement level. From the variation in the stiffness factor as a function of depth and lateral earth pressure, the bearing reinforcement has a stiffness factor of K / K a = 1.7, which is much lower than that of steel grids and metal strips. The lower tension (coefficient of lateral earth pressure) reduces the cross-sectional area of the longitudinal members and hence cost effectiveness. The maximum tension line (possible failure plane) of the BRE wall is bilinear, similarly to the coherent gravity structure hypothesis, which is commonly used for the analysis of inextensible reinforcements. Finally, the suggested method of designing the BRE wall is presented. It has been successfully used to design several BRE walls founded on the hard stratum in different areas in Thailand." @default.
- W2088583802 created "2016-06-24" @default.
- W2088583802 creator A5035064869 @default.
- W2088583802 creator A5036039669 @default.
- W2088583802 creator A5040909313 @default.
- W2088583802 creator A5041725025 @default.
- W2088583802 creator A5046319482 @default.
- W2088583802 date "2011-10-01" @default.
- W2088583802 modified "2023-09-26" @default.
- W2088583802 title "Performance of an earth wall stabilized with bearing reinforcements" @default.
- W2088583802 cites W1970896914 @default.
- W2088583802 cites W1992655344 @default.
- W2088583802 cites W2000801726 @default.
- W2088583802 cites W2004848130 @default.
- W2088583802 cites W2014696711 @default.
- W2088583802 cites W2019155706 @default.
- W2088583802 cites W2035927693 @default.
- W2088583802 cites W2039925744 @default.
- W2088583802 cites W2043716562 @default.
- W2088583802 cites W2045503410 @default.
- W2088583802 cites W2054303778 @default.
- W2088583802 cites W2065147296 @default.
- W2088583802 doi "https://doi.org/10.1016/j.geotexmem.2011.05.002" @default.
- W2088583802 hasPublicationYear "2011" @default.
- W2088583802 type Work @default.
- W2088583802 sameAs 2088583802 @default.
- W2088583802 citedByCount "25" @default.
- W2088583802 countsByYear W20885838022012 @default.
- W2088583802 countsByYear W20885838022013 @default.
- W2088583802 countsByYear W20885838022014 @default.
- W2088583802 countsByYear W20885838022015 @default.
- W2088583802 countsByYear W20885838022016 @default.
- W2088583802 countsByYear W20885838022017 @default.
- W2088583802 countsByYear W20885838022018 @default.
- W2088583802 countsByYear W20885838022020 @default.
- W2088583802 countsByYear W20885838022022 @default.
- W2088583802 crossrefType "journal-article" @default.
- W2088583802 hasAuthorship W2088583802A5035064869 @default.
- W2088583802 hasAuthorship W2088583802A5036039669 @default.
- W2088583802 hasAuthorship W2088583802A5040909313 @default.
- W2088583802 hasAuthorship W2088583802A5041725025 @default.
- W2088583802 hasAuthorship W2088583802A5046319482 @default.
- W2088583802 hasConcept C127413603 @default.
- W2088583802 hasConcept C154945302 @default.
- W2088583802 hasConcept C159985019 @default.
- W2088583802 hasConcept C187320778 @default.
- W2088583802 hasConcept C192562407 @default.
- W2088583802 hasConcept C199978012 @default.
- W2088583802 hasConcept C2778491893 @default.
- W2088583802 hasConcept C2780723455 @default.
- W2088583802 hasConcept C41008148 @default.
- W2088583802 hasConcept C66938386 @default.
- W2088583802 hasConcept C67203356 @default.
- W2088583802 hasConceptScore W2088583802C127413603 @default.
- W2088583802 hasConceptScore W2088583802C154945302 @default.
- W2088583802 hasConceptScore W2088583802C159985019 @default.
- W2088583802 hasConceptScore W2088583802C187320778 @default.
- W2088583802 hasConceptScore W2088583802C192562407 @default.
- W2088583802 hasConceptScore W2088583802C199978012 @default.
- W2088583802 hasConceptScore W2088583802C2778491893 @default.
- W2088583802 hasConceptScore W2088583802C2780723455 @default.
- W2088583802 hasConceptScore W2088583802C41008148 @default.
- W2088583802 hasConceptScore W2088583802C66938386 @default.
- W2088583802 hasConceptScore W2088583802C67203356 @default.
- W2088583802 hasIssue "5" @default.
- W2088583802 hasLocation W20885838021 @default.
- W2088583802 hasOpenAccess W2088583802 @default.
- W2088583802 hasPrimaryLocation W20885838021 @default.
- W2088583802 hasRelatedWork W2045048723 @default.
- W2088583802 hasRelatedWork W2046079573 @default.
- W2088583802 hasRelatedWork W2153404393 @default.
- W2088583802 hasRelatedWork W2170964256 @default.
- W2088583802 hasRelatedWork W2375362283 @default.
- W2088583802 hasRelatedWork W2504486491 @default.
- W2088583802 hasRelatedWork W2803075273 @default.
- W2088583802 hasRelatedWork W3185377497 @default.
- W2088583802 hasRelatedWork W3198423171 @default.
- W2088583802 hasRelatedWork W4255962040 @default.
- W2088583802 hasVolume "29" @default.
- W2088583802 isParatext "false" @default.
- W2088583802 isRetracted "false" @default.
- W2088583802 magId "2088583802" @default.
- W2088583802 workType "article" @default.