Matches in SemOpenAlex for { <https://semopenalex.org/work/W2060872579> ?p ?o ?g. }
- W2060872579 endingPage "1090" @default.
- W2060872579 startingPage "1075" @default.
- W2060872579 abstract "This paper presents a case study on a numerical prediction of the seepage and seismic behaviors of an unsaturated fill slope. In this study, the numerical prediction is performed with a dynamic three-phase (soil, water and air) coupled analysis based on porous media theory and constitutive models. The weak forms of three governing equations, momentum balance equations of the overall three-phase material and mass and the momentum balance equations of the pore fluids (water and air), are implemented in a finite element model. The discretized equations are solved by the fully implicit method and the skeleton stress is also implicitly integrated. The in-situ observation at the target fill slope of the case study has been ongoing since 2006. First, distributions of water saturation in the fill slope are simulated by performing seepage analyses to reproduce the in-situ ground water level in the fill slope. Second, seismic responses of the fill slope during two past earthquakes are simulated, and the numerical method is validated by comparing observed acceleration records and numerical one. Finally, seismic responses of the fill slope during a future scenario earthquake are predicted under different moisture conditions of unsaturated fill. As a result, the following findings were obtained. 1) The shape of the ground water level was partially reproduced from the quite dry fill slope element by using virtual constant precipitation. However, the observation results of moisture distribution above the ground water level were not reproduced. 2) In the validation analyses after two earthquakes, the numerical method reproduced the positions of peak frequency of acceleration Fourier spectra. 3) The numerical results clearly showed that frequency characteristics of the seismic response and the residual displacement of the fill slope were affected by the initial distribution of the degree of saturation in the fill ground." @default.
- W2060872579 created "2016-06-24" @default.
- W2060872579 creator A5009231708 @default.
- W2060872579 creator A5012308798 @default.
- W2060872579 creator A5041762041 @default.
- W2060872579 creator A5057740720 @default.
- W2060872579 creator A5074875722 @default.
- W2060872579 date "2011-12-01" @default.
- W2060872579 modified "2023-09-23" @default.
- W2060872579 title "Numerical Prediction of Seepage and Seismic Behavior of Unsaturated Fill Slope" @default.
- W2060872579 cites W1969698296 @default.
- W2060872579 cites W1975219073 @default.
- W2060872579 cites W1985273331 @default.
- W2060872579 cites W1989077672 @default.
- W2060872579 cites W2008274406 @default.
- W2060872579 cites W2016855408 @default.
- W2060872579 cites W2017251277 @default.
- W2060872579 cites W2017269974 @default.
- W2060872579 cites W2029261688 @default.
- W2060872579 cites W2042828219 @default.
- W2060872579 cites W2057002784 @default.
- W2060872579 cites W2061773769 @default.
- W2060872579 cites W2064330291 @default.
- W2060872579 cites W2071134803 @default.
- W2060872579 cites W2076330525 @default.
- W2060872579 cites W2078255103 @default.
- W2060872579 cites W2084428197 @default.
- W2060872579 cites W2162604832 @default.
- W2060872579 cites W2166205197 @default.
- W2060872579 cites W2183096106 @default.
- W2060872579 cites W2313239555 @default.
- W2060872579 cites W2317414373 @default.
- W2060872579 cites W2318702028 @default.
- W2060872579 cites W2335281328 @default.
- W2060872579 cites W2494268440 @default.
- W2060872579 doi "https://doi.org/10.3208/sandf.51.1075" @default.
- W2060872579 hasPublicationYear "2011" @default.
- W2060872579 type Work @default.
- W2060872579 sameAs 2060872579 @default.
- W2060872579 citedByCount "17" @default.
- W2060872579 countsByYear W20608725792012 @default.
- W2060872579 countsByYear W20608725792013 @default.
- W2060872579 countsByYear W20608725792014 @default.
- W2060872579 countsByYear W20608725792016 @default.
- W2060872579 countsByYear W20608725792017 @default.
- W2060872579 countsByYear W20608725792018 @default.
- W2060872579 countsByYear W20608725792019 @default.
- W2060872579 countsByYear W20608725792021 @default.
- W2060872579 countsByYear W20608725792022 @default.
- W2060872579 crossrefType "journal-article" @default.
- W2060872579 hasAuthorship W2060872579A5009231708 @default.
- W2060872579 hasAuthorship W2060872579A5012308798 @default.
- W2060872579 hasAuthorship W2060872579A5041762041 @default.
- W2060872579 hasAuthorship W2060872579A5057740720 @default.
- W2060872579 hasAuthorship W2060872579A5074875722 @default.
- W2060872579 hasBestOaLocation W20608725791 @default.
- W2060872579 hasConcept C10138342 @default.
- W2060872579 hasConcept C102579867 @default.
- W2060872579 hasConcept C114614502 @default.
- W2060872579 hasConcept C121332964 @default.
- W2060872579 hasConcept C127313418 @default.
- W2060872579 hasConcept C127413603 @default.
- W2060872579 hasConcept C134306372 @default.
- W2060872579 hasConcept C135628077 @default.
- W2060872579 hasConcept C157206272 @default.
- W2060872579 hasConcept C162324750 @default.
- W2060872579 hasConcept C187320778 @default.
- W2060872579 hasConcept C202973686 @default.
- W2060872579 hasConcept C24939127 @default.
- W2060872579 hasConcept C33556824 @default.
- W2060872579 hasConcept C33923547 @default.
- W2060872579 hasConcept C48753275 @default.
- W2060872579 hasConcept C500300565 @default.
- W2060872579 hasConcept C57879066 @default.
- W2060872579 hasConcept C60718061 @default.
- W2060872579 hasConcept C66938386 @default.
- W2060872579 hasConcept C73000952 @default.
- W2060872579 hasConcept C9930424 @default.
- W2060872579 hasConceptScore W2060872579C10138342 @default.
- W2060872579 hasConceptScore W2060872579C102579867 @default.
- W2060872579 hasConceptScore W2060872579C114614502 @default.
- W2060872579 hasConceptScore W2060872579C121332964 @default.
- W2060872579 hasConceptScore W2060872579C127313418 @default.
- W2060872579 hasConceptScore W2060872579C127413603 @default.
- W2060872579 hasConceptScore W2060872579C134306372 @default.
- W2060872579 hasConceptScore W2060872579C135628077 @default.
- W2060872579 hasConceptScore W2060872579C157206272 @default.
- W2060872579 hasConceptScore W2060872579C162324750 @default.
- W2060872579 hasConceptScore W2060872579C187320778 @default.
- W2060872579 hasConceptScore W2060872579C202973686 @default.
- W2060872579 hasConceptScore W2060872579C24939127 @default.
- W2060872579 hasConceptScore W2060872579C33556824 @default.
- W2060872579 hasConceptScore W2060872579C33923547 @default.
- W2060872579 hasConceptScore W2060872579C48753275 @default.
- W2060872579 hasConceptScore W2060872579C500300565 @default.
- W2060872579 hasConceptScore W2060872579C57879066 @default.
- W2060872579 hasConceptScore W2060872579C60718061 @default.
- W2060872579 hasConceptScore W2060872579C66938386 @default.