FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2127427900> ?p ?o ?g. }

• W2127427900 abstract "According to U.S. EPA, there are 488,496 confirmed cases of leaky underground storage tanks (UST) nationwide as of September 30, 2009. Soil contamination due to oil spills and leaky USTs has a direct impact on geotechnical properties of affected soil and, therefore, on already existing structures such as foundation embankments and clay liners. In addition, it has been a common practice to use contaminated soil as a fill material or roadway sub-base material. Therefore, it is necessary to investigate the effect of oil contamination on physical and mechanical properties of soil. Prior studies have shown the effect of pore fluid chemistry on the soil properties, such as permeability and shear strength. Dielectric constant and fluid viscosity have been found to have the major influence on soil behavior. However, the number of studies is very limited, especially when it is related to geotechnical properties of clays. The current study examines the effect of gasoline on geotechnical properties of high-plasticity and low-plasticity clay. Then, the effect of pore fluid properties on the observed behavior of clay is studied in closer details. The study demonstrated that dielectric constant alone can’t be attributed to the changes in geotechnical properties of soil. Adsorption process, however, was found to influence soil properties at lower concentrations of contaminant. BACKGROUND Human activities frequently lead to soil contamination through the release of organic compounds and, consequently, to changes in the soil engineering properties. When contaminant is released to soil, it is held in soil matrix by chemical adsorption and entrained within the pore spaces surrounding the soil grains. The changes in soil properties due to the introduction of contaminants into pore spaces have gotten a lot of attention. However, most studies conducted have been focused on the contaminant movement in soil rather than the effect in soil properties. A limited number of studies examined the effect of contamination on soil properties of fine-grained soils. Prior studies demonstrated that the behavior of the fine-grained soils, especially those with" @default.
• W2127427900 created "2016-06-24" @default.
• W2127427900 creator A5013167926 @default.
• W2127427900 creator A5035463660 @default.
• W2127427900 creator A5045092289 @default.
• W2127427900 creator A5068515597 @default.
• W2127427900 date "2012-03-29" @default.
• W2127427900 modified "2023-09-26" @default.
• W2127427900 title "Appraisal of the Irreversible Effect of Organic Compounds on Geotechnical Properties of Clays" @default.
• W2127427900 cites W1502844405 @default.
• W2127427900 cites W1980762718 @default.
• W2127427900 cites W1989141717 @default.
• W2127427900 cites W1990422846 @default.
• W2127427900 cites W1992246928 @default.
• W2127427900 cites W1994596661 @default.
• W2127427900 cites W2005089138 @default.
• W2127427900 cites W2019648865 @default.
• W2127427900 cites W2035005601 @default.
• W2127427900 cites W2075965069 @default.
• W2127427900 cites W2091367050 @default.
• W2127427900 cites W2107573435 @default.
• W2127427900 cites W2128245598 @default.
• W2127427900 cites W2149850884 @default.
• W2127427900 doi "https://doi.org/10.1061/9780784412121.127" @default.
• W2127427900 hasPublicationYear "2012" @default.
• W2127427900 type Work @default.
• W2127427900 sameAs 2127427900 @default.
• W2127427900 citedByCount "0" @default.
• W2127427900 crossrefType "proceedings-article" @default.
• W2127427900 hasAuthorship W2127427900A5013167926 @default.
• W2127427900 hasAuthorship W2127427900A5035463660 @default.
• W2127427900 hasAuthorship W2127427900A5045092289 @default.
• W2127427900 hasAuthorship W2127427900A5068515597 @default.
• W2127427900 hasConcept C112570922 @default.
• W2127427900 hasConcept C127313418 @default.
• W2127427900 hasConcept C159390177 @default.
• W2127427900 hasConcept C159750122 @default.
• W2127427900 hasConcept C187320778 @default.
• W2127427900 hasConcept C18903297 @default.
• W2127427900 hasConcept C39432304 @default.
• W2127427900 hasConcept C86803240 @default.
• W2127427900 hasConceptScore W2127427900C112570922 @default.
• W2127427900 hasConceptScore W2127427900C127313418 @default.
• W2127427900 hasConceptScore W2127427900C159390177 @default.
• W2127427900 hasConceptScore W2127427900C159750122 @default.
• W2127427900 hasConceptScore W2127427900C187320778 @default.
• W2127427900 hasConceptScore W2127427900C18903297 @default.
• W2127427900 hasConceptScore W2127427900C39432304 @default.
• W2127427900 hasConceptScore W2127427900C86803240 @default.
• W2127427900 hasLocation W21274279001 @default.
• W2127427900 hasOpenAccess W2127427900 @default.
• W2127427900 hasPrimaryLocation W21274279001 @default.
• W2127427900 hasRelatedWork W1508077536 @default.
• W2127427900 hasRelatedWork W209111522 @default.
• W2127427900 hasRelatedWork W2185030785 @default.
• W2127427900 hasRelatedWork W2272007499 @default.
• W2127427900 hasRelatedWork W22897747 @default.
• W2127427900 hasRelatedWork W2305942318 @default.
• W2127427900 hasRelatedWork W2328226168 @default.
• W2127427900 hasRelatedWork W2697372368 @default.
• W2127427900 hasRelatedWork W2771720442 @default.
• W2127427900 hasRelatedWork W2807764441 @default.
• W2127427900 hasRelatedWork W2808335323 @default.
• W2127427900 hasRelatedWork W2911846498 @default.
• W2127427900 hasRelatedWork W2921087899 @default.
• W2127427900 hasRelatedWork W3025311759 @default.
• W2127427900 hasRelatedWork W3085442652 @default.
• W2127427900 hasRelatedWork W3119784913 @default.
• W2127427900 hasRelatedWork W3126253008 @default.
• W2127427900 hasRelatedWork W3126428830 @default.
• W2127427900 hasRelatedWork W3193358676 @default.
• W2127427900 hasRelatedWork W3195923516 @default.
• W2127427900 isParatext "false" @default.
• W2127427900 isRetracted "false" @default.
• W2127427900 magId "2127427900" @default.
• W2127427900 workType "article" @default.