Matches in SemOpenAlex for { <https://semopenalex.org/work/W626316120> ?p ?o ?g. }
Showing items 1 to 73 of
73
with 100 items per page.
- W626316120 abstract "Time-independent analyses of five of ten zones of a dummy reinforced concrete pipe at Cross Canyon are presented. All ten zones are characterized by positive projection, seven in a narrow, vertical-sided trench with a projection ratio of about 0.4, two almost fully projecting and one in a close-fitting, U-shaped trench. Two almost fully projecting zones (1 and 2) and four of the entrenched zones (4, 5, 6 and 7) were surmounted by ordinary embankment material. Pipe segments in the U-shaped trench (Zone 3) were backfilled with a cement-treated slurry. Three entrenched zones (8, 9 and 10) were surmounted with low modulus embankment inclusions (polystyrene plank, uncompacted soil and baled straw.) Eight zones (excluding 2 and 7) were heavily instrumented with peripheral soil stressmeters and internal strain-measuring transducers supplemented with external devices for measurement of shape and camber changes. The embankment was instrumented with additional stressmeters and fluid settlement platforms at five zones (1, 4, 8, 9 and 10). Instruments were monitored at frequent increments of overfill. Two finite element computer codes (acronyms REA (for Reinforced Earth Analysis) and CANDE (for Culvert ANalysis and DEsign)) are adapted to special needs of pipe and asymmetrical boundary geometry and nonlinear, incremental, embankment construction. Correlations are established between output results from the finite element codes and certain parameters obtained from the extensive instrumentation at five zones (1, 4, 8, 9 and 10). A second, instrumented, prestressed concrete, functional prototype in the same embankment has not been considered in the finite element analyses. (FHWA)" @default.
- W626316120 created "2016-06-24" @default.
- W626316120 creator A5018068679 @default.
- W626316120 creator A5089296086 @default.
- W626316120 date "1982-05-01" @default.
- W626316120 modified "2023-09-23" @default.
- W626316120 title "RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS--SECTION VII (VOLUME 1): FINITE ELEMENT ANALYSIS" @default.
- W626316120 hasPublicationYear "1982" @default.
- W626316120 type Work @default.
- W626316120 sameAs 626316120 @default.
- W626316120 citedByCount "0" @default.
- W626316120 crossrefType "journal-article" @default.
- W626316120 hasAuthorship W626316120A5018068679 @default.
- W626316120 hasAuthorship W626316120A5089296086 @default.
- W626316120 hasConcept C111919701 @default.
- W626316120 hasConcept C115038398 @default.
- W626316120 hasConcept C118530786 @default.
- W626316120 hasConcept C127313418 @default.
- W626316120 hasConcept C127413603 @default.
- W626316120 hasConcept C135628077 @default.
- W626316120 hasConcept C136764020 @default.
- W626316120 hasConcept C145097563 @default.
- W626316120 hasConcept C155310634 @default.
- W626316120 hasConcept C159985019 @default.
- W626316120 hasConcept C187320778 @default.
- W626316120 hasConcept C192562407 @default.
- W626316120 hasConcept C2777063073 @default.
- W626316120 hasConcept C2779227376 @default.
- W626316120 hasConcept C41008148 @default.
- W626316120 hasConcept C66938386 @default.
- W626316120 hasConceptScore W626316120C111919701 @default.
- W626316120 hasConceptScore W626316120C115038398 @default.
- W626316120 hasConceptScore W626316120C118530786 @default.
- W626316120 hasConceptScore W626316120C127313418 @default.
- W626316120 hasConceptScore W626316120C127413603 @default.
- W626316120 hasConceptScore W626316120C135628077 @default.
- W626316120 hasConceptScore W626316120C136764020 @default.
- W626316120 hasConceptScore W626316120C145097563 @default.
- W626316120 hasConceptScore W626316120C155310634 @default.
- W626316120 hasConceptScore W626316120C159985019 @default.
- W626316120 hasConceptScore W626316120C187320778 @default.
- W626316120 hasConceptScore W626316120C192562407 @default.
- W626316120 hasConceptScore W626316120C2777063073 @default.
- W626316120 hasConceptScore W626316120C2779227376 @default.
- W626316120 hasConceptScore W626316120C41008148 @default.
- W626316120 hasConceptScore W626316120C66938386 @default.
- W626316120 hasLocation W6263161201 @default.
- W626316120 hasOpenAccess W626316120 @default.
- W626316120 hasPrimaryLocation W6263161201 @default.
- W626316120 hasRelatedWork W1556733986 @default.
- W626316120 hasRelatedWork W1564418078 @default.
- W626316120 hasRelatedWork W2041441948 @default.
- W626316120 hasRelatedWork W2301297532 @default.
- W626316120 hasRelatedWork W2768293285 @default.
- W626316120 hasRelatedWork W2898776711 @default.
- W626316120 hasRelatedWork W563733038 @default.
- W626316120 hasRelatedWork W581014344 @default.
- W626316120 hasRelatedWork W601264307 @default.
- W626316120 hasRelatedWork W609035144 @default.
- W626316120 hasRelatedWork W617387739 @default.
- W626316120 hasRelatedWork W618491023 @default.
- W626316120 hasRelatedWork W626925210 @default.
- W626316120 hasRelatedWork W641661952 @default.
- W626316120 hasRelatedWork W653610902 @default.
- W626316120 hasRelatedWork W2842825309 @default.
- W626316120 hasRelatedWork W2865841829 @default.
- W626316120 hasRelatedWork W2879709738 @default.
- W626316120 hasRelatedWork W3117132431 @default.
- W626316120 hasRelatedWork W3180562548 @default.
- W626316120 isParatext "false" @default.
- W626316120 isRetracted "false" @default.
- W626316120 magId "626316120" @default.
- W626316120 workType "article" @default.