Matches in SemOpenAlex for { <https://semopenalex.org/work/W586758451> ?p ?o ?g. }
Showing items 1 to 63 of
63
with 100 items per page.
- W586758451 abstract "All types of retaining walls and bridge abutments, including reinforced earth structures, need to be analyzed for stability with respect to three modes of failure category: external stability; internal stability; and global stability. Current codes require checking external stability at ultimate limit state. The paper compares the methods of analysis by working stress and by limit states design, with respect to external stability of retaining wall structures in general and gravity types structures in particular. Also shown in detail are the differences of results obtained." @default.
- W586758451 created "2016-06-24" @default.
- W586758451 creator A5035426607 @default.
- W586758451 date "1990-01-01" @default.
- W586758451 modified "2023-09-27" @default.
- W586758451 title "LIMIT STATES DESIGN OF RETAINING WALL STRUCTURES" @default.
- W586758451 hasPublicationYear "1990" @default.
- W586758451 type Work @default.
- W586758451 sameAs 586758451 @default.
- W586758451 citedByCount "0" @default.
- W586758451 crossrefType "journal-article" @default.
- W586758451 hasAuthorship W586758451A5035426607 @default.
- W586758451 hasConcept C112972136 @default.
- W586758451 hasConcept C119857082 @default.
- W586758451 hasConcept C127413603 @default.
- W586758451 hasConcept C134306372 @default.
- W586758451 hasConcept C135628077 @default.
- W586758451 hasConcept C151201525 @default.
- W586758451 hasConcept C16995789 @default.
- W586758451 hasConcept C2779100365 @default.
- W586758451 hasConcept C2780933643 @default.
- W586758451 hasConcept C33923547 @default.
- W586758451 hasConcept C41008148 @default.
- W586758451 hasConcept C66938386 @default.
- W586758451 hasConceptScore W586758451C112972136 @default.
- W586758451 hasConceptScore W586758451C119857082 @default.
- W586758451 hasConceptScore W586758451C127413603 @default.
- W586758451 hasConceptScore W586758451C134306372 @default.
- W586758451 hasConceptScore W586758451C135628077 @default.
- W586758451 hasConceptScore W586758451C151201525 @default.
- W586758451 hasConceptScore W586758451C16995789 @default.
- W586758451 hasConceptScore W586758451C2779100365 @default.
- W586758451 hasConceptScore W586758451C2780933643 @default.
- W586758451 hasConceptScore W586758451C33923547 @default.
- W586758451 hasConceptScore W586758451C41008148 @default.
- W586758451 hasConceptScore W586758451C66938386 @default.
- W586758451 hasLocation W5867584511 @default.
- W586758451 hasOpenAccess W586758451 @default.
- W586758451 hasPrimaryLocation W5867584511 @default.
- W586758451 hasRelatedWork W1499392193 @default.
- W586758451 hasRelatedWork W2028971517 @default.
- W586758451 hasRelatedWork W2039557310 @default.
- W586758451 hasRelatedWork W2050502050 @default.
- W586758451 hasRelatedWork W2059155372 @default.
- W586758451 hasRelatedWork W2183439815 @default.
- W586758451 hasRelatedWork W2184461617 @default.
- W586758451 hasRelatedWork W2186090207 @default.
- W586758451 hasRelatedWork W2286967467 @default.
- W586758451 hasRelatedWork W2343159255 @default.
- W586758451 hasRelatedWork W2355176547 @default.
- W586758451 hasRelatedWork W2363097953 @default.
- W586758451 hasRelatedWork W2367819494 @default.
- W586758451 hasRelatedWork W2373242183 @default.
- W586758451 hasRelatedWork W2379802673 @default.
- W586758451 hasRelatedWork W2387325561 @default.
- W586758451 hasRelatedWork W29344740 @default.
- W586758451 hasRelatedWork W3000284675 @default.
- W586758451 hasRelatedWork W565498331 @default.
- W586758451 hasRelatedWork W655834305 @default.
- W586758451 isParatext "false" @default.
- W586758451 isRetracted "false" @default.
- W586758451 magId "586758451" @default.
- W586758451 workType "article" @default.