FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W3157831760> ?p ?o ?g. }

• W3157831760 endingPage "106758" @default.
• W3157831760 startingPage "106758" @default.
• W3157831760 abstract "In the current study, the methodology for construction of reinforced soil in mountainous terrain, where there is a geometry limitation for the reinforced zone, is evaluated. Shaking table tests were carried out on physical models with 0.8m-high polymeric-strip reinforced-soil walls (PSWs) on rock slope subjected to variable-amplitude harmonic excitations. The influence of the presence of backfill between reinforced mass and rock slope, strips length, base acceleration, and loading duration are investigated. The results of failure mechanisms, the horizontal displacements of models, and the acceleration amplification factor are analyzed. Results indicate that the deformation mode of walls largely depends on the reinforcements’ length and backfill so far as two different kinds of failure patterns were formed, namely single-block failure for models with stepped-shaped rock base with no backfill, and two-wedged failure mechanism for models with slope-shaped rock base with backfill at the end of reinforced mass. The observed predominant mode of wall deformation was a combination of bulging of the facing and rotation about the wall base without base sliding. In tested PSW models, the threshold acceleration related to the onset of plastic displacements of models was (0.7–0.8) g, and the threshold acceleration related to the onset of the development of active wedge failure was (0.75->1) g, both of which depend on the backfill and strips length. This yielding acceleration decreased with the presence of backfill and decreasing the length of strips." @default.
• W3157831760 created "2021-05-10" @default.
• W3157831760 creator A5010512324 @default.
• W3157831760 creator A5071073624 @default.
• W3157831760 date "2021-08-01" @default.
• W3157831760 modified "2023-10-06" @default.
• W3157831760 title "1-g shaking table investigation on seismic performance of polymeric-strip reinforced-soil retaining walls built on rock slopes with limited reinforced zone" @default.
• W3157831760 cites W1916125844 @default.
• W3157831760 cites W1967253845 @default.
• W3157831760 cites W1973753594 @default.
• W3157831760 cites W1974021527 @default.
• W3157831760 cites W1974943203 @default.
• W3157831760 cites W1983648567 @default.
• W3157831760 cites W1986737776 @default.
• W3157831760 cites W1992320810 @default.
• W3157831760 cites W2000732640 @default.
• W3157831760 cites W2001784034 @default.
• W3157831760 cites W2009636107 @default.
• W3157831760 cites W2011761627 @default.
• W3157831760 cites W2013357552 @default.
• W3157831760 cites W2014210690 @default.
• W3157831760 cites W2015710283 @default.
• W3157831760 cites W2019291785 @default.
• W3157831760 cites W2027929092 @default.
• W3157831760 cites W2039550912 @default.
• W3157831760 cites W2040897037 @default.
• W3157831760 cites W2045218936 @default.
• W3157831760 cites W2046178463 @default.
• W3157831760 cites W2046347159 @default.
• W3157831760 cites W2048651312 @default.
• W3157831760 cites W2062253848 @default.
• W3157831760 cites W2065887447 @default.
• W3157831760 cites W2066680031 @default.
• W3157831760 cites W2069695139 @default.
• W3157831760 cites W2070858570 @default.
• W3157831760 cites W2082684994 @default.
• W3157831760 cites W2096046603 @default.
• W3157831760 cites W2111853091 @default.
• W3157831760 cites W2118262936 @default.
• W3157831760 cites W2120424807 @default.
• W3157831760 cites W2140744702 @default.
• W3157831760 cites W2158846961 @default.
• W3157831760 cites W2167573775 @default.
• W3157831760 cites W2327646080 @default.
• W3157831760 cites W2396413573 @default.
• W3157831760 cites W2587708964 @default.
• W3157831760 cites W2600032466 @default.
• W3157831760 cites W2799876167 @default.
• W3157831760 cites W2943012037 @default.
• W3157831760 cites W2955480531 @default.
• W3157831760 cites W53470441 @default.
• W3157831760 doi "https://doi.org/10.1016/j.soildyn.2021.106758" @default.
• W3157831760 hasPublicationYear "2021" @default.
• W3157831760 type Work @default.
• W3157831760 sameAs 3157831760 @default.
• W3157831760 citedByCount "5" @default.
• W3157831760 countsByYear W31578317602022 @default.
• W3157831760 countsByYear W31578317602023 @default.
• W3157831760 crossrefType "journal-article" @default.
• W3157831760 hasAuthorship W3157831760A5010512324 @default.
• W3157831760 hasAuthorship W3157831760A5071073624 @default.
• W3157831760 hasConcept C107551265 @default.
• W3157831760 hasConcept C111368507 @default.
• W3157831760 hasConcept C117896860 @default.
• W3157831760 hasConcept C121332964 @default.
• W3157831760 hasConcept C127313418 @default.
• W3157831760 hasConcept C127413603 @default.
• W3157831760 hasConcept C134306372 @default.
• W3157831760 hasConcept C149007308 @default.
• W3157831760 hasConcept C15744967 @default.
• W3157831760 hasConcept C159985019 @default.
• W3157831760 hasConcept C187320778 @default.
• W3157831760 hasConcept C192562407 @default.
• W3157831760 hasConcept C200925200 @default.
• W3157831760 hasConcept C204366326 @default.
• W3157831760 hasConcept C2524010 @default.
• W3157831760 hasConcept C33923547 @default.
• W3157831760 hasConcept C42058472 @default.
• W3157831760 hasConcept C47422493 @default.
• W3157831760 hasConcept C542102704 @default.
• W3157831760 hasConcept C66283442 @default.
• W3157831760 hasConcept C66938386 @default.
• W3157831760 hasConcept C74650414 @default.
• W3157831760 hasConceptScore W3157831760C107551265 @default.
• W3157831760 hasConceptScore W3157831760C111368507 @default.
• W3157831760 hasConceptScore W3157831760C117896860 @default.
• W3157831760 hasConceptScore W3157831760C121332964 @default.
• W3157831760 hasConceptScore W3157831760C127313418 @default.
• W3157831760 hasConceptScore W3157831760C127413603 @default.
• W3157831760 hasConceptScore W3157831760C134306372 @default.
• W3157831760 hasConceptScore W3157831760C149007308 @default.
• W3157831760 hasConceptScore W3157831760C15744967 @default.
• W3157831760 hasConceptScore W3157831760C159985019 @default.
• W3157831760 hasConceptScore W3157831760C187320778 @default.
• W3157831760 hasConceptScore W3157831760C192562407 @default.
• W3157831760 hasConceptScore W3157831760C200925200 @default.
• W3157831760 hasConceptScore W3157831760C204366326 @default.
• W3157831760 hasConceptScore W3157831760C2524010 @default.

• next