FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4225943513> ?p ?o ?g. }

• W4225943513 endingPage "2547" @default.
• W4225943513 startingPage "2523" @default.
• W4225943513 abstract "The large deformation mechanical properties of slip zone soil play an important role in the stability evolution of landslide. The traditional landslide stability evaluation method can only be used to calculate a single stability factor, which cannot dynamically evaluate the landslide stability as it evolves. The large deformation mechanical properties of slip zone soil from Outang landslide in the Three Gorges Reservoir area are investigated by the indoor repeated direct shear test. Based on the damage theory, the shear damage behavior of slip zone soil with large shear displacement is analyzed, and a mechanical model describing the relationship between shear stress and shear displacement in accordance with the mechanical mechanism of landslide is established. Then, the stability of Outang landslide is dynamically evaluated by skillfully combining the mechanical model and the residual thrust method. The results show that the slip zone soil has obvious softening behavior and constant residual strength under the condition of large deformation. The model with clear physical meaning can reflect the large displacement shear mechanical properties of slip zone soil, which is consistent with the test results. The stability factor of Outang landslide gradually decreases and tends to be constant as landslide moves. The mechanical mechanism of the landslide stability evolving with deformation is the strain softening behavior of the slip zone soil, and the mechanical mechanism of the landslide stability evolving with water level is the reduction of effective stress in anti-sliding section under the influence of reservoir water. It is suggested that active measures should be taken in time in the prevention and control of landslide, and the construction of drainage engineering should be paid attention to for large-scale bank landslides." @default.
• W4225943513 created "2022-05-05" @default.
• W4225943513 creator A5001849608 @default.
• W4225943513 creator A5018932156 @default.
• W4225943513 creator A5041667839 @default.
• W4225943513 creator A5049508429 @default.
• W4225943513 creator A5058211659 @default.
• W4225943513 creator A5074922301 @default.
• W4225943513 creator A5077251537 @default.
• W4225943513 creator A5078949281 @default.
• W4225943513 creator A5086456834 @default.
• W4225943513 date "2022-02-21" @default.
• W4225943513 modified "2023-10-13" @default.
• W4225943513 title "Evaluating the stability of Outang landslide in the Three Gorges Reservoir area considering the mechanical behavior with large deformation of the slip zone" @default.
• W4225943513 cites W1727515308 @default.
• W4225943513 cites W1969308573 @default.
• W4225943513 cites W1987736613 @default.
• W4225943513 cites W2001582218 @default.
• W4225943513 cites W2004136570 @default.
• W4225943513 cites W2004193034 @default.
• W4225943513 cites W2004522400 @default.
• W4225943513 cites W2006772752 @default.
• W4225943513 cites W2014462258 @default.
• W4225943513 cites W2016508420 @default.
• W4225943513 cites W2023929474 @default.
• W4225943513 cites W2032152396 @default.
• W4225943513 cites W2035685903 @default.
• W4225943513 cites W2035861122 @default.
• W4225943513 cites W2045906214 @default.
• W4225943513 cites W2063402826 @default.
• W4225943513 cites W2067100952 @default.
• W4225943513 cites W2108542151 @default.
• W4225943513 cites W2109925198 @default.
• W4225943513 cites W2132181940 @default.
• W4225943513 cites W2161064703 @default.
• W4225943513 cites W2213004896 @default.
• W4225943513 cites W2318706812 @default.
• W4225943513 cites W2339044193 @default.
• W4225943513 cites W2342580911 @default.
• W4225943513 cites W2461215359 @default.
• W4225943513 cites W2594242539 @default.
• W4225943513 cites W2727420541 @default.
• W4225943513 cites W2893983733 @default.
• W4225943513 cites W2896668768 @default.
• W4225943513 cites W2904349942 @default.
• W4225943513 cites W2939371453 @default.
• W4225943513 cites W2951747146 @default.
• W4225943513 cites W2954742763 @default.
• W4225943513 cites W2969973001 @default.
• W4225943513 cites W2997615766 @default.
• W4225943513 cites W3011086197 @default.
• W4225943513 cites W3026719222 @default.
• W4225943513 cites W3046209813 @default.
• W4225943513 cites W3093358807 @default.
• W4225943513 cites W3112065711 @default.
• W4225943513 cites W3118342288 @default.
• W4225943513 cites W3129937514 @default.
• W4225943513 cites W3135526266 @default.
• W4225943513 cites W3148106110 @default.
• W4225943513 cites W3180879888 @default.
• W4225943513 cites W3207855855 @default.
• W4225943513 cites W3209114155 @default.
• W4225943513 doi "https://doi.org/10.1007/s11069-022-05276-0" @default.
• W4225943513 hasPublicationYear "2022" @default.
• W4225943513 type Work @default.
• W4225943513 citedByCount "20" @default.
• W4225943513 countsByYear W42259435132022 @default.
• W4225943513 countsByYear W42259435132023 @default.
• W4225943513 crossrefType "journal-article" @default.
• W4225943513 hasAuthorship W4225943513A5001849608 @default.
• W4225943513 hasAuthorship W4225943513A5018932156 @default.
• W4225943513 hasAuthorship W4225943513A5041667839 @default.
• W4225943513 hasAuthorship W4225943513A5049508429 @default.
• W4225943513 hasAuthorship W4225943513A5058211659 @default.
• W4225943513 hasAuthorship W4225943513A5074922301 @default.
• W4225943513 hasAuthorship W4225943513A5077251537 @default.
• W4225943513 hasAuthorship W4225943513A5078949281 @default.
• W4225943513 hasAuthorship W4225943513A5086456834 @default.
• W4225943513 hasBestOaLocation W42259435132 @default.
• W4225943513 hasConcept C110069353 @default.
• W4225943513 hasConcept C123453687 @default.
• W4225943513 hasConcept C127313418 @default.
• W4225943513 hasConcept C127413603 @default.
• W4225943513 hasConcept C135628077 @default.
• W4225943513 hasConcept C146978453 @default.
• W4225943513 hasConcept C186295008 @default.
• W4225943513 hasConcept C187320778 @default.
• W4225943513 hasConcept C195268267 @default.
• W4225943513 hasConcept C199927954 @default.
• W4225943513 hasConcept C33556824 @default.
• W4225943513 hasConcept C41151612 @default.
• W4225943513 hasConcept C5900021 @default.
• W4225943513 hasConcept C65865001 @default.
• W4225943513 hasConcept C66938386 @default.
• W4225943513 hasConcept C96035792 @default.
• W4225943513 hasConceptScore W4225943513C110069353 @default.
• W4225943513 hasConceptScore W4225943513C123453687 @default.
• W4225943513 hasConceptScore W4225943513C127313418 @default.

• next