Matches in SemOpenAlex for { <https://semopenalex.org/work/W4233005825> ?p ?o ?g. }
Showing items 1 to 59 of
59
with 100 items per page.
- W4233005825 endingPage "4111" @default.
- W4233005825 startingPage "4101" @default.
- W4233005825 abstract "swelling soils exist in many developing urban regions in egypt. Most of these urban regions have new huge developments under constructions. The structures constructed on these swelling soils may be exposed to high damage if any significant change in the moisture content of these swelling soils occures, so the presence of such swelling soils represents a significant hazard. Investigation the behaviour of these swelling soils as well as determination of their swelling parameters has become highly necessary. In this paper, intensive experimental testing program has been conducted on some soil samples collected from some of these regions to determine their swelling parameters. Through this experimental testing program, oedometer swell test has been firstly conducted on same soil with two different techniques; namely different pressure method and huder-amberg method. The procedures and obtained results of the two used methods are discussed and compared showing advantages and shortages of each method. After that, all subsequent experimental tests were perfomred using huder-amberg method as it demonstrated high superiority in determining swelling parameters. Grob’s 1d swelling law was applied to all obtained experimental results to give exact and complete determination for all swelling parameters. Furthermore, swelling soil has been simulated numerically via the new user-defined swelling constitutive model which has been recently implemented for the finite element software plaxis. The suitability of this model to simulate the performance of swelling soil is verified by conducting a numerical simulation to one of the huder-amberg oedometer tests through the oedometer soil test facility available in plaxis software. Finally, based on the above-selected experimental approach, swelling parameters were determined from the experimental tests conducted on different soil samples collected from some selected arid/semi-arid regions in egypt. Such test results were summarized and presented as a useful key-parameters of these swelling soils which can be used as pre-determined inputs in any further numerical analyses." @default.
- W4233005825 created "2022-05-12" @default.
- W4233005825 creator A5000789072 @default.
- W4233005825 creator A5012589592 @default.
- W4233005825 creator A5038179401 @default.
- W4233005825 creator A5069517748 @default.
- W4233005825 date "2019-09-30" @default.
- W4233005825 modified "2023-09-26" @default.
- W4233005825 title "Experimental Testing and Numerical Simulations for Typical Swelling Soil in Egypt" @default.
- W4233005825 doi "https://doi.org/10.35940/ijrte.c5470.098319" @default.
- W4233005825 hasPublicationYear "2019" @default.
- W4233005825 type Work @default.
- W4233005825 citedByCount "0" @default.
- W4233005825 crossrefType "journal-article" @default.
- W4233005825 hasAuthorship W4233005825A5000789072 @default.
- W4233005825 hasAuthorship W4233005825A5012589592 @default.
- W4233005825 hasAuthorship W4233005825A5038179401 @default.
- W4233005825 hasAuthorship W4233005825A5069517748 @default.
- W4233005825 hasBestOaLocation W42330058251 @default.
- W4233005825 hasConcept C127313418 @default.
- W4233005825 hasConcept C150700348 @default.
- W4233005825 hasConcept C159390177 @default.
- W4233005825 hasConcept C159750122 @default.
- W4233005825 hasConcept C159985019 @default.
- W4233005825 hasConcept C187320778 @default.
- W4233005825 hasConcept C192562407 @default.
- W4233005825 hasConcept C24939127 @default.
- W4233005825 hasConcept C2778540859 @default.
- W4233005825 hasConcept C39432304 @default.
- W4233005825 hasConceptScore W4233005825C127313418 @default.
- W4233005825 hasConceptScore W4233005825C150700348 @default.
- W4233005825 hasConceptScore W4233005825C159390177 @default.
- W4233005825 hasConceptScore W4233005825C159750122 @default.
- W4233005825 hasConceptScore W4233005825C159985019 @default.
- W4233005825 hasConceptScore W4233005825C187320778 @default.
- W4233005825 hasConceptScore W4233005825C192562407 @default.
- W4233005825 hasConceptScore W4233005825C24939127 @default.
- W4233005825 hasConceptScore W4233005825C2778540859 @default.
- W4233005825 hasConceptScore W4233005825C39432304 @default.
- W4233005825 hasIssue "3" @default.
- W4233005825 hasLocation W42330058251 @default.
- W4233005825 hasOpenAccess W4233005825 @default.
- W4233005825 hasPrimaryLocation W42330058251 @default.
- W4233005825 hasRelatedWork W1528261332 @default.
- W4233005825 hasRelatedWork W1972095273 @default.
- W4233005825 hasRelatedWork W2033885102 @default.
- W4233005825 hasRelatedWork W2095542037 @default.
- W4233005825 hasRelatedWork W2267584387 @default.
- W4233005825 hasRelatedWork W2329738183 @default.
- W4233005825 hasRelatedWork W2789304510 @default.
- W4233005825 hasRelatedWork W4235745298 @default.
- W4233005825 hasRelatedWork W92745653 @default.
- W4233005825 hasRelatedWork W191859510 @default.
- W4233005825 hasVolume "8" @default.
- W4233005825 isParatext "false" @default.
- W4233005825 isRetracted "false" @default.
- W4233005825 workType "article" @default.