Matches in SemOpenAlex for { <https://semopenalex.org/work/W2901126149> ?p ?o ?g. }
Showing items 1 to 84 of
84
with 100 items per page.
- W2901126149 endingPage "4223" @default.
- W2901126149 startingPage "4223" @default.
- W2901126149 abstract "In seismically active regions, soil liquefaction is a serious geotechnical engineering problem that mainly occurs in saturated granular soils with a shallow groundwater table. Significant seismic hazards are present in Kamra, Pakistan. With the rapid increase in construction in recent years, the evaluation of liquefaction is now considered to be more important for land use planning and development. The intent of this study is to highlight soil liquefaction susceptibility that will eventually support the national authorities in developing guidelines for sustainable development and the mitigation of liquefaction. The typical subsoil profile of Kamra consists of silty gravel (GM) overlain by silty sand (SM), poorly graded sand (SP), and fill layers. Kamra is close to the active Ranja–Khairabad fault with a peak ground acceleration of 0.24g. The river Sehat and the Ghazi Brotha canal pass through the study area. In this study, the soil liquefaction potential in Kamra was assessed at 10 different sites (50 boreholes) by using a stress-based procedure for calculating the factor of safety against soil liquefaction. The results revealed that the middle layers, i.e., poorly graded sand and silty sand in the subsoil profile, are extremely susceptible to liquefaction during earthquakes with magnitudes between 7.5 and 8.0 in Kamra. The correlation between the factor of safety and the equivalent clean-sand-corrected standard penetration test (SPT) blow counts according to the earthquake magnitudes was developed and can also be utilized for areas adjoining Kamra that have the same subsoil profile." @default.
- W2901126149 created "2018-11-29" @default.
- W2901126149 creator A5012314511 @default.
- W2901126149 creator A5023607633 @default.
- W2901126149 creator A5061981146 @default.
- W2901126149 creator A5075446078 @default.
- W2901126149 date "2018-11-15" @default.
- W2901126149 modified "2023-10-16" @default.
- W2901126149 title "Assessment of Soil Liquefaction Potential in Kamra, Pakistan" @default.
- W2901126149 cites W1981474160 @default.
- W2901126149 cites W1990475280 @default.
- W2901126149 cites W2014619274 @default.
- W2901126149 cites W2041893233 @default.
- W2901126149 cites W2043681414 @default.
- W2901126149 cites W205717760 @default.
- W2901126149 cites W2083517343 @default.
- W2901126149 cites W2107714716 @default.
- W2901126149 cites W2128456705 @default.
- W2901126149 cites W2141251269 @default.
- W2901126149 cites W2277033811 @default.
- W2901126149 cites W2330792432 @default.
- W2901126149 cites W2404740875 @default.
- W2901126149 cites W2464412661 @default.
- W2901126149 cites W2594993400 @default.
- W2901126149 cites W2625374338 @default.
- W2901126149 cites W2805893409 @default.
- W2901126149 cites W4236830682 @default.
- W2901126149 cites W4240036724 @default.
- W2901126149 doi "https://doi.org/10.3390/su10114223" @default.
- W2901126149 hasPublicationYear "2018" @default.
- W2901126149 type Work @default.
- W2901126149 sameAs 2901126149 @default.
- W2901126149 citedByCount "10" @default.
- W2901126149 countsByYear W29011261492019 @default.
- W2901126149 countsByYear W29011261492020 @default.
- W2901126149 countsByYear W29011261492021 @default.
- W2901126149 countsByYear W29011261492022 @default.
- W2901126149 countsByYear W29011261492023 @default.
- W2901126149 crossrefType "journal-article" @default.
- W2901126149 hasAuthorship W2901126149A5012314511 @default.
- W2901126149 hasAuthorship W2901126149A5023607633 @default.
- W2901126149 hasAuthorship W2901126149A5061981146 @default.
- W2901126149 hasAuthorship W2901126149A5075446078 @default.
- W2901126149 hasBestOaLocation W29011261491 @default.
- W2901126149 hasConcept C121923324 @default.
- W2901126149 hasConcept C127313418 @default.
- W2901126149 hasConcept C159390177 @default.
- W2901126149 hasConcept C159750122 @default.
- W2901126149 hasConcept C187320778 @default.
- W2901126149 hasConcept C191859794 @default.
- W2901126149 hasConcept C206888209 @default.
- W2901126149 hasConcept C39432304 @default.
- W2901126149 hasConcept C48680342 @default.
- W2901126149 hasConceptScore W2901126149C121923324 @default.
- W2901126149 hasConceptScore W2901126149C127313418 @default.
- W2901126149 hasConceptScore W2901126149C159390177 @default.
- W2901126149 hasConceptScore W2901126149C159750122 @default.
- W2901126149 hasConceptScore W2901126149C187320778 @default.
- W2901126149 hasConceptScore W2901126149C191859794 @default.
- W2901126149 hasConceptScore W2901126149C206888209 @default.
- W2901126149 hasConceptScore W2901126149C39432304 @default.
- W2901126149 hasConceptScore W2901126149C48680342 @default.
- W2901126149 hasIssue "11" @default.
- W2901126149 hasLocation W29011261491 @default.
- W2901126149 hasLocation W29011261492 @default.
- W2901126149 hasOpenAccess W2901126149 @default.
- W2901126149 hasPrimaryLocation W29011261491 @default.
- W2901126149 hasRelatedWork W135700562 @default.
- W2901126149 hasRelatedWork W2023100989 @default.
- W2901126149 hasRelatedWork W2043490614 @default.
- W2901126149 hasRelatedWork W2061560345 @default.
- W2901126149 hasRelatedWork W2255890039 @default.
- W2901126149 hasRelatedWork W2367361409 @default.
- W2901126149 hasRelatedWork W2414448150 @default.
- W2901126149 hasRelatedWork W2607010354 @default.
- W2901126149 hasRelatedWork W304473211 @default.
- W2901126149 hasRelatedWork W4205440024 @default.
- W2901126149 hasVolume "10" @default.
- W2901126149 isParatext "false" @default.
- W2901126149 isRetracted "false" @default.
- W2901126149 magId "2901126149" @default.
- W2901126149 workType "article" @default.