Matches in SemOpenAlex for { <https://semopenalex.org/work/W3130484964> ?p ?o ?g. }
Showing items 1 to 77 of
77
with 100 items per page.
- W3130484964 endingPage "232" @default.
- W3130484964 startingPage "221" @default.
- W3130484964 abstract "In recent years by increasing the terrorist threats and explosive operations in urban areas, protecting the important life line infrastructures against threats that arise from the explosion has become more important. Hence, predicting the extent of the destructive power of the explosion and its effects on soil layers necessitates further studies and researches. In order to reduce stress caused by the explosion and to control increasing compressive and shear stresses in the soil and lateral pressure on the pipes, several solutions have been presented. One of these solutions is utilizing geosynthetic reinforcement. In reinforced soils, the mechanism of stress transfer is based on the interaction of soil and reinforcement elements. The shear stress reaction causes tensile forces in reinforcement elements. This phenomenon leads to an increment of shear strength, elasticity and ductility of the reinforced soil. In this study, FEM method is used for modeling pipelines buried in the reinforced sandy soil exposed to surface blast loading. By comparing the results, it can be concluded that by using reinforcement in the soil, the stresses and deformations in the buried pipeline could be reduced. The results show that the deformation rate obtained from the placement of reinforcements at a depth of 1.5 m from the ground level (with a fixed width), has decreased by an amount of 35%. In addition, the rate of reduction in deformation of the pipe crest has decreased about 51% using a 4 meter wide reinforcement at a constant depth of 1 meter." @default.
- W3130484964 created "2021-03-01" @default.
- W3130484964 creator A5034858703 @default.
- W3130484964 creator A5078620016 @default.
- W3130484964 date "2019-09-23" @default.
- W3130484964 modified "2023-09-27" @default.
- W3130484964 title "Numerical Studying of Explosion Effect on Buried Pipelines in Geosynthetics Reinforced Soil" @default.
- W3130484964 hasPublicationYear "2019" @default.
- W3130484964 type Work @default.
- W3130484964 sameAs 3130484964 @default.
- W3130484964 citedByCount "0" @default.
- W3130484964 crossrefType "journal-article" @default.
- W3130484964 hasAuthorship W3130484964A5034858703 @default.
- W3130484964 hasAuthorship W3130484964A5078620016 @default.
- W3130484964 hasConcept C127313418 @default.
- W3130484964 hasConcept C127413603 @default.
- W3130484964 hasConcept C154238967 @default.
- W3130484964 hasConcept C159390177 @default.
- W3130484964 hasConcept C159750122 @default.
- W3130484964 hasConcept C159985019 @default.
- W3130484964 hasConcept C175309249 @default.
- W3130484964 hasConcept C178790620 @default.
- W3130484964 hasConcept C185592680 @default.
- W3130484964 hasConcept C187320778 @default.
- W3130484964 hasConcept C192562407 @default.
- W3130484964 hasConcept C2778491893 @default.
- W3130484964 hasConcept C39432304 @default.
- W3130484964 hasConcept C66938386 @default.
- W3130484964 hasConcept C67203356 @default.
- W3130484964 hasConcept C87717796 @default.
- W3130484964 hasConceptScore W3130484964C127313418 @default.
- W3130484964 hasConceptScore W3130484964C127413603 @default.
- W3130484964 hasConceptScore W3130484964C154238967 @default.
- W3130484964 hasConceptScore W3130484964C159390177 @default.
- W3130484964 hasConceptScore W3130484964C159750122 @default.
- W3130484964 hasConceptScore W3130484964C159985019 @default.
- W3130484964 hasConceptScore W3130484964C175309249 @default.
- W3130484964 hasConceptScore W3130484964C178790620 @default.
- W3130484964 hasConceptScore W3130484964C185592680 @default.
- W3130484964 hasConceptScore W3130484964C187320778 @default.
- W3130484964 hasConceptScore W3130484964C192562407 @default.
- W3130484964 hasConceptScore W3130484964C2778491893 @default.
- W3130484964 hasConceptScore W3130484964C39432304 @default.
- W3130484964 hasConceptScore W3130484964C66938386 @default.
- W3130484964 hasConceptScore W3130484964C67203356 @default.
- W3130484964 hasConceptScore W3130484964C87717796 @default.
- W3130484964 hasIssue "3" @default.
- W3130484964 hasLocation W31304849641 @default.
- W3130484964 hasOpenAccess W3130484964 @default.
- W3130484964 hasPrimaryLocation W31304849641 @default.
- W3130484964 hasRelatedWork W166953430 @default.
- W3130484964 hasRelatedWork W1975484144 @default.
- W3130484964 hasRelatedWork W2015458529 @default.
- W3130484964 hasRelatedWork W2038243485 @default.
- W3130484964 hasRelatedWork W2130532756 @default.
- W3130484964 hasRelatedWork W2161668322 @default.
- W3130484964 hasRelatedWork W2316772074 @default.
- W3130484964 hasRelatedWork W2363578393 @default.
- W3130484964 hasRelatedWork W2365420681 @default.
- W3130484964 hasRelatedWork W2383621525 @default.
- W3130484964 hasRelatedWork W2408046414 @default.
- W3130484964 hasRelatedWork W2513294367 @default.
- W3130484964 hasRelatedWork W2931024180 @default.
- W3130484964 hasRelatedWork W3011583217 @default.
- W3130484964 hasRelatedWork W3109210107 @default.
- W3130484964 hasRelatedWork W3134635796 @default.
- W3130484964 hasRelatedWork W3141308293 @default.
- W3130484964 hasRelatedWork W3200528196 @default.
- W3130484964 hasRelatedWork W887777258 @default.
- W3130484964 hasRelatedWork W2106288144 @default.
- W3130484964 hasVolume "10" @default.
- W3130484964 isParatext "false" @default.
- W3130484964 isRetracted "false" @default.
- W3130484964 magId "3130484964" @default.
- W3130484964 workType "article" @default.