Matches in SemOpenAlex for { <https://semopenalex.org/work/W2034763648> ?p ?o ?g. }
Showing items 1 to 99 of
99
with 100 items per page.
- W2034763648 endingPage "1341" @default.
- W2034763648 startingPage "1330" @default.
- W2034763648 abstract "A system of vertical drains, with surcharge load to accelerate consolidation by shortening the drainage path, is one of the most popular methods of soft ground improvement. The conventional radial consolidation theory (including smear and well resistance) has been commonly used to predict the behaviour of vertical drains in soft clay. Its mathematical formulation is based on the small strain theory; and for a given stress range, a constant volume compressibility (m v ) and a constant coefficient of horizontal permeability (k h ) are assumed. However, the value of m v varies along the consolidation curve over a wide range of applied pressure (Δp). In the same manner, k h also changes with the void ratio (e). In this paper, the writers have replaced m v with the compressibility indices (C c and C r ), which define the slopes of the e log σ′ relationship. Moreover, the variation of the horizontal permeability coefficient (k h ) with the void ratio (e) during consolidation is represented by the e log k h relationship that has a slope of C k . In contrast to the conventional analysis, the current study highlights the influence of the C c /C k (or C r /C k ) ratio and the preloading increment ratio (Δp/σ i ) on the consolidation process. The analytical predictions are compared with the experimental results when a large-scale consolidation chamber was used, and these predictions show good agreement with the measured data. Finally, an embankment case history taken from Muar Plains, Malaysia, is analysed on the basis of the current solution and compared with field measurements.Key words: compressibility, embankments, permeability, soft soils, soil consolidation, vertical drains." @default.
- W2034763648 created "2016-06-24" @default.
- W2034763648 creator A5012549823 @default.
- W2034763648 creator A5053541158 @default.
- W2034763648 creator A5088783355 @default.
- W2034763648 date "2005-10-01" @default.
- W2034763648 modified "2023-10-17" @default.
- W2034763648 title "Radial consolidation of clay using compressibility indices and varying horizontal permeability" @default.
- W2034763648 cites W1559830596 @default.
- W2034763648 cites W1964306993 @default.
- W2034763648 cites W1980579044 @default.
- W2034763648 cites W2016847884 @default.
- W2034763648 cites W2022854040 @default.
- W2034763648 cites W2036191821 @default.
- W2034763648 cites W2052888314 @default.
- W2034763648 cites W2059667725 @default.
- W2034763648 cites W2064813082 @default.
- W2034763648 cites W2074638723 @default.
- W2034763648 cites W2127917766 @default.
- W2034763648 cites W2340212214 @default.
- W2034763648 cites W4235790112 @default.
- W2034763648 doi "https://doi.org/10.1139/t05-052" @default.
- W2034763648 hasPublicationYear "2005" @default.
- W2034763648 type Work @default.
- W2034763648 sameAs 2034763648 @default.
- W2034763648 citedByCount "130" @default.
- W2034763648 countsByYear W20347636482012 @default.
- W2034763648 countsByYear W20347636482013 @default.
- W2034763648 countsByYear W20347636482014 @default.
- W2034763648 countsByYear W20347636482015 @default.
- W2034763648 countsByYear W20347636482016 @default.
- W2034763648 countsByYear W20347636482017 @default.
- W2034763648 countsByYear W20347636482018 @default.
- W2034763648 countsByYear W20347636482019 @default.
- W2034763648 countsByYear W20347636482020 @default.
- W2034763648 countsByYear W20347636482021 @default.
- W2034763648 countsByYear W20347636482022 @default.
- W2034763648 countsByYear W20347636482023 @default.
- W2034763648 crossrefType "journal-article" @default.
- W2034763648 hasAuthorship W2034763648A5012549823 @default.
- W2034763648 hasAuthorship W2034763648A5053541158 @default.
- W2034763648 hasAuthorship W2034763648A5088783355 @default.
- W2034763648 hasBestOaLocation W20347636482 @default.
- W2034763648 hasConcept C102579867 @default.
- W2034763648 hasConcept C120882062 @default.
- W2034763648 hasConcept C121332964 @default.
- W2034763648 hasConcept C121955636 @default.
- W2034763648 hasConcept C127313418 @default.
- W2034763648 hasConcept C144133560 @default.
- W2034763648 hasConcept C164374781 @default.
- W2034763648 hasConcept C185592680 @default.
- W2034763648 hasConcept C187320778 @default.
- W2034763648 hasConcept C192562407 @default.
- W2034763648 hasConcept C2776014549 @default.
- W2034763648 hasConcept C33923547 @default.
- W2034763648 hasConcept C41625074 @default.
- W2034763648 hasConcept C55493867 @default.
- W2034763648 hasConcept C57879066 @default.
- W2034763648 hasConcept C84655787 @default.
- W2034763648 hasConcept C85676937 @default.
- W2034763648 hasConceptScore W2034763648C102579867 @default.
- W2034763648 hasConceptScore W2034763648C120882062 @default.
- W2034763648 hasConceptScore W2034763648C121332964 @default.
- W2034763648 hasConceptScore W2034763648C121955636 @default.
- W2034763648 hasConceptScore W2034763648C127313418 @default.
- W2034763648 hasConceptScore W2034763648C144133560 @default.
- W2034763648 hasConceptScore W2034763648C164374781 @default.
- W2034763648 hasConceptScore W2034763648C185592680 @default.
- W2034763648 hasConceptScore W2034763648C187320778 @default.
- W2034763648 hasConceptScore W2034763648C192562407 @default.
- W2034763648 hasConceptScore W2034763648C2776014549 @default.
- W2034763648 hasConceptScore W2034763648C33923547 @default.
- W2034763648 hasConceptScore W2034763648C41625074 @default.
- W2034763648 hasConceptScore W2034763648C55493867 @default.
- W2034763648 hasConceptScore W2034763648C57879066 @default.
- W2034763648 hasConceptScore W2034763648C84655787 @default.
- W2034763648 hasConceptScore W2034763648C85676937 @default.
- W2034763648 hasIssue "5" @default.
- W2034763648 hasLocation W20347636481 @default.
- W2034763648 hasLocation W20347636482 @default.
- W2034763648 hasOpenAccess W2034763648 @default.
- W2034763648 hasPrimaryLocation W20347636481 @default.
- W2034763648 hasRelatedWork W1207530281 @default.
- W2034763648 hasRelatedWork W1543536610 @default.
- W2034763648 hasRelatedWork W2041289031 @default.
- W2034763648 hasRelatedWork W2047240100 @default.
- W2034763648 hasRelatedWork W2066285721 @default.
- W2034763648 hasRelatedWork W2353679153 @default.
- W2034763648 hasRelatedWork W2484240549 @default.
- W2034763648 hasRelatedWork W2519126722 @default.
- W2034763648 hasRelatedWork W3142612438 @default.
- W2034763648 hasRelatedWork W4312588787 @default.
- W2034763648 hasVolume "42" @default.
- W2034763648 isParatext "false" @default.
- W2034763648 isRetracted "false" @default.
- W2034763648 magId "2034763648" @default.
- W2034763648 workType "article" @default.