Matches in SemOpenAlex for { <https://semopenalex.org/work/W2388392714> ?p ?o ?g. }
Showing items 1 to 75 of
75
with 100 items per page.
- W2388392714 abstract "Numerous experiments have shown that the water flow in fine-grained soils can obey an exponential relationship at small gradients and a linear relationship when the hydraulic gradient exceeds a certain limit. Based on the non-Darcian flow described by exponent and threshold gradient, the theory of 1D consolidation is modified in this paper to consider a linear variation in the vertical total stress with depth and the effect of ramp loading. The numerical solutions were derived in detail by the finite difference method for excess pore water pressure and the average degree of consolidation. Finally, the influence of various parameters on consolidation behavior was investigated. The results show that the rate of consolidation is reduced when non-Darcian flow described by exponent and threshold gradient is adopted in the theory of 1D consolidation. As well the distribution of vertical total stress has a great influence on the dissipation of excess pore water pressure, either for pervious top and pervious bottom (PTPB) or for pervious top and impervious bottom (PTIB). For the case of PTIB, the distribution of vertical total stress in a foundation has a great influence on the rate of consolidation; however, for the case of PTPB, the rate of consolidation is independent of the distribution of vertical total stress. The rate of consolidation is dependent on the ratio of the thickness of a soil layer to the equivalent head of the final average vertical total stress; the greater the value of this ratio, the slower the rate of consolidation. Finally, an increase in construction time reduces the consolidation rate of a foundation. Thus, consolidation behavior of 1D consolidation with non-Darcian flow has been thoroughly acquainted in this paper." @default.
- W2388392714 created "2016-06-24" @default.
- W2388392714 creator A5001035345 @default.
- W2388392714 date "2010-01-01" @default.
- W2388392714 modified "2023-09-27" @default.
- W2388392714 title "Analysis of 1D consolidation with non-Darcian flow described by exponent and threshold gradient" @default.
- W2388392714 hasPublicationYear "2010" @default.
- W2388392714 type Work @default.
- W2388392714 sameAs 2388392714 @default.
- W2388392714 citedByCount "0" @default.
- W2388392714 crossrefType "journal-article" @default.
- W2388392714 hasAuthorship W2388392714A5001035345 @default.
- W2388392714 hasConcept C121332964 @default.
- W2388392714 hasConcept C121955636 @default.
- W2388392714 hasConcept C127313418 @default.
- W2388392714 hasConcept C134306372 @default.
- W2388392714 hasConcept C138885662 @default.
- W2388392714 hasConcept C144133560 @default.
- W2388392714 hasConcept C151376022 @default.
- W2388392714 hasConcept C159851900 @default.
- W2388392714 hasConcept C172120300 @default.
- W2388392714 hasConcept C187320778 @default.
- W2388392714 hasConcept C192562407 @default.
- W2388392714 hasConcept C2776014549 @default.
- W2388392714 hasConcept C2780388253 @default.
- W2388392714 hasConcept C33923547 @default.
- W2388392714 hasConcept C41895202 @default.
- W2388392714 hasConcept C57879066 @default.
- W2388392714 hasConcept C85676937 @default.
- W2388392714 hasConcept C98156149 @default.
- W2388392714 hasConceptScore W2388392714C121332964 @default.
- W2388392714 hasConceptScore W2388392714C121955636 @default.
- W2388392714 hasConceptScore W2388392714C127313418 @default.
- W2388392714 hasConceptScore W2388392714C134306372 @default.
- W2388392714 hasConceptScore W2388392714C138885662 @default.
- W2388392714 hasConceptScore W2388392714C144133560 @default.
- W2388392714 hasConceptScore W2388392714C151376022 @default.
- W2388392714 hasConceptScore W2388392714C159851900 @default.
- W2388392714 hasConceptScore W2388392714C172120300 @default.
- W2388392714 hasConceptScore W2388392714C187320778 @default.
- W2388392714 hasConceptScore W2388392714C192562407 @default.
- W2388392714 hasConceptScore W2388392714C2776014549 @default.
- W2388392714 hasConceptScore W2388392714C2780388253 @default.
- W2388392714 hasConceptScore W2388392714C33923547 @default.
- W2388392714 hasConceptScore W2388392714C41895202 @default.
- W2388392714 hasConceptScore W2388392714C57879066 @default.
- W2388392714 hasConceptScore W2388392714C85676937 @default.
- W2388392714 hasConceptScore W2388392714C98156149 @default.
- W2388392714 hasLocation W23883927141 @default.
- W2388392714 hasOpenAccess W2388392714 @default.
- W2388392714 hasPrimaryLocation W23883927141 @default.
- W2388392714 hasRelatedWork W1482454977 @default.
- W2388392714 hasRelatedWork W1529730748 @default.
- W2388392714 hasRelatedWork W2026782668 @default.
- W2388392714 hasRelatedWork W2045504364 @default.
- W2388392714 hasRelatedWork W2076609706 @default.
- W2388392714 hasRelatedWork W2185022518 @default.
- W2388392714 hasRelatedWork W2245497183 @default.
- W2388392714 hasRelatedWork W2352459992 @default.
- W2388392714 hasRelatedWork W2360622027 @default.
- W2388392714 hasRelatedWork W2391353637 @default.
- W2388392714 hasRelatedWork W2898148430 @default.
- W2388392714 hasRelatedWork W2991533482 @default.
- W2388392714 hasRelatedWork W3107879527 @default.
- W2388392714 hasRelatedWork W3196949942 @default.
- W2388392714 hasRelatedWork W55956377 @default.
- W2388392714 hasRelatedWork W564906854 @default.
- W2388392714 hasRelatedWork W614205603 @default.
- W2388392714 hasRelatedWork W625867911 @default.
- W2388392714 hasRelatedWork W759602108 @default.
- W2388392714 hasRelatedWork W2565045615 @default.
- W2388392714 isParatext "false" @default.
- W2388392714 isRetracted "false" @default.
- W2388392714 magId "2388392714" @default.
- W2388392714 workType "article" @default.