FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2370265> ?p ?o ?g. }

• W2370265 abstract "To effectively and economically design pavement systems, subgrade response must be evaluated. Understanding the importance of subgrade soil response to various loading conditions, the American Association of State Highway and Transportation Officials (AASHTO) and the Strategic Highway Research Program (SHRP) established and refined a Standard Test Method for Determining the Resilient Modulus of Soils and Aggregate Materials. Mechanistic design methods for flexible pavements require the specification of subgrade resilient modulus. The resilient modulus is measured under laboratory conditions that should reflect the conditions the subgrades are subjected to in the field. In this study, a laboratory-testing program was developed to determine the resilient modulus of typical New Jersey subgrade soils. A total of eight soils were tested at different molded water contents to determine their sensitivity to moisture content and cyclic stress ratio. Repeated loading or pumping of the pavement system may induce excess pore water pressure within the subgrade layer thereby reducing the resilient modulus, leading to the premature failure of the pavement. A sensitivity analysis was conducted using an elastic layer computer program to demonstrate the effect of subgrade stiffness on the design thickness of the asphalt layer. As expected, the subgrade stiffness has a dramatic effect on the eventual thickness of the asphalt layer. Laboratory results were used to calibrate a statistical model for effectively predicting the resilient modulus of subgrade soils at various moisture contents and stress ratios. This model will prove to be a valuable tool for pavement engineers to effectively and economically design a pavement system." @default.
• W2370265 created "2016-06-24" @default.
• W2370265 creator A5030317520 @default.
• W2370265 creator A5034074021 @default.
• W2370265 creator A5051624858 @default.
• W2370265 creator A5058888921 @default.
• W2370265 date "2000-09-01" @default.
• W2370265 modified "2023-09-27" @default.
• W2370265 title "RESILIENT MODULUS PROPERTIES OF NEW JERSEY SUBGRADE SOILS" @default.
• W2370265 cites W112320099 @default.
• W2370265 cites W128836436 @default.
• W2370265 cites W142034268 @default.
• W2370265 cites W1480840718 @default.
• W2370265 cites W149125053 @default.
• W2370265 cites W1496809817 @default.
• W2370265 cites W1529915224 @default.
• W2370265 cites W157389437 @default.
• W2370265 cites W167991496 @default.
• W2370265 cites W1971779115 @default.
• W2370265 cites W1991461883 @default.
• W2370265 cites W2010656918 @default.
• W2370265 cites W2048008901 @default.
• W2370265 cites W2055363718 @default.
• W2370265 cites W2055829062 @default.
• W2370265 cites W2324143739 @default.
• W2370265 cites W23506567 @default.
• W2370265 cites W2410494814 @default.
• W2370265 cites W25397477 @default.
• W2370265 cites W2585173882 @default.
• W2370265 cites W26811998 @default.
• W2370265 cites W2964455604 @default.
• W2370265 cites W3143866528 @default.
• W2370265 cites W426861237 @default.
• W2370265 cites W595768501 @default.
• W2370265 cites W602773211 @default.
• W2370265 cites W606201708 @default.
• W2370265 cites W622850472 @default.
• W2370265 cites W823549970 @default.
• W2370265 cites W84144243 @default.
• W2370265 hasPublicationYear "2000" @default.
• W2370265 type Work @default.
• W2370265 sameAs 2370265 @default.
• W2370265 citedByCount "8" @default.
• W2370265 countsByYear W23702652014 @default.
• W2370265 countsByYear W23702652017 @default.
• W2370265 crossrefType "journal-article" @default.
• W2370265 hasAuthorship W2370265A5030317520 @default.
• W2370265 hasAuthorship W2370265A5034074021 @default.
• W2370265 hasAuthorship W2370265A5051624858 @default.
• W2370265 hasAuthorship W2370265A5058888921 @default.
• W2370265 hasConcept C127413603 @default.
• W2370265 hasConcept C159390177 @default.
• W2370265 hasConcept C159750122 @default.
• W2370265 hasConcept C159985019 @default.
• W2370265 hasConcept C168056786 @default.
• W2370265 hasConcept C176864760 @default.
• W2370265 hasConcept C182377489 @default.
• W2370265 hasConcept C187320778 @default.
• W2370265 hasConcept C192562407 @default.
• W2370265 hasConcept C193867417 @default.
• W2370265 hasConcept C24939127 @default.
• W2370265 hasConcept C2779372316 @default.
• W2370265 hasConcept C39432304 @default.
• W2370265 hasConcept C4679612 @default.
• W2370265 hasConcept C66938386 @default.
• W2370265 hasConceptScore W2370265C127413603 @default.
• W2370265 hasConceptScore W2370265C159390177 @default.
• W2370265 hasConceptScore W2370265C159750122 @default.
• W2370265 hasConceptScore W2370265C159985019 @default.
• W2370265 hasConceptScore W2370265C168056786 @default.
• W2370265 hasConceptScore W2370265C176864760 @default.
• W2370265 hasConceptScore W2370265C182377489 @default.
• W2370265 hasConceptScore W2370265C187320778 @default.
• W2370265 hasConceptScore W2370265C192562407 @default.
• W2370265 hasConceptScore W2370265C193867417 @default.
• W2370265 hasConceptScore W2370265C24939127 @default.
• W2370265 hasConceptScore W2370265C2779372316 @default.
• W2370265 hasConceptScore W2370265C39432304 @default.
• W2370265 hasConceptScore W2370265C4679612 @default.
• W2370265 hasConceptScore W2370265C66938386 @default.
• W2370265 hasLocation W23702651 @default.
• W2370265 hasOpenAccess W2370265 @default.
• W2370265 hasPrimaryLocation W23702651 @default.
• W2370265 hasRelatedWork W142034268 @default.
• W2370265 hasRelatedWork W2007448858 @default.
• W2370265 hasRelatedWork W2007726089 @default.
• W2370265 hasRelatedWork W2068037740 @default.
• W2370265 hasRelatedWork W2074921504 @default.
• W2370265 hasRelatedWork W2089738305 @default.
• W2370265 hasRelatedWork W2123115687 @default.
• W2370265 hasRelatedWork W2386949763 @default.
• W2370265 hasRelatedWork W2391076480 @default.
• W2370265 hasRelatedWork W2394403593 @default.
• W2370265 hasRelatedWork W2802376857 @default.
• W2370265 hasRelatedWork W2811105178 @default.
• W2370265 hasRelatedWork W372693044 @default.
• W2370265 hasRelatedWork W587965334 @default.
• W2370265 hasRelatedWork W628265994 @default.
• W2370265 hasRelatedWork W656257478 @default.
• W2370265 hasRelatedWork W756831257 @default.

• next