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Numerical study on movements of soil particles forming clogging layer during vacuum preloading of dredged slurry

https://doi.org/10.1007/s10035-021-01151-0
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1 of 29 checkable references need attention · checked 2026-08-10

At the dated check, the references listed below either did not resolve in Crossref or DataCite, or carried a retraction notice. Each one is shown with the registry record that put it there.

2 without a DOI — not checked. A reference deposited without a DOI is never matched by title or guessed at; it stays outside the checked set, and this line discloses that.

References needing attention

does not resolve to a known work10.1061/(ASCE)GT.1943-5606
The 28 checked references that resolve
resolves10.1139/cgj-2014-0511
Radial consolidation response upon the application and removal of vacuum and fill loading
resolves10.1080/1064119X.2017.1326992
Experimental comparison of electroosmotic consolidation of wenzhou dredged clay sediment using intermittent current and polarity reversal
resolves10.1080/1064119X.2014.954180
Evaluation of the Strength Increase of Marine Clay under Staged Embankment Loading: A Case Study
resolves10.1080/1064119X.2017.1304473
Effect of sand on the vacuum consolidation of dredged slurry
resolves10.1139/cgj-2017-0412
New approach of vacuum preloading with booster prefabricated vertical drains (PVDs) to improve deep marine clay strata
resolves10.1016/S0266-1144(03)00048-7
Effect of hydraulic radius on long-term drainage capacity of geosynthetics drains
resolves10.1016/j.geotexmem.2006.04.004
Improvement of ultra-soft soil using prefabricated vertical drains
resolves10.1016/j.geotexmem.2018.12.001
Effect of surcharge loading rate and mobilized load ratio on the performance of vacuum–surcharge preloading with PVDs
resolves10.1016/j.geotexmem.2020.03.007
Experimental study on the clogging effect of dredged fill surrounding the PVD under vacuum preloading
resolves10.1016/j.geotexmem.2020.02.010
Apparent clogging effect in vacuum-induced consolidation of dredged soil with prefabricated vertical drains
resolves10.1016/j.enggeo.2017.03.020
Experimental tests on effect of deformed prefabricated vertical drains in dredged soil on consolidation via vacuum preloading
resolves10.1016/j.enggeo.2017.02.013
Combination of vacuum preloading and lime treatment for improvement of dredged fill
resolves10.1061/(ASCE)GM.1943-5622.0001028
Experimental Study of the Clogging of Dredger Fills under Vacuum Preloading
resolves10.1016/j.sandf.2018.02.028
Experimental study on a dredged fill ground improved by a two-stage vacuum preloading method
resolves10.1016/j.geotexmem.2017.11.010
Pilot tests on vacuum preloading method combined with short and long PVDs
resolves10.1016/j.powtec.2013.02.003
Coupled CFD–DEM simulation of fluid–particle interaction in geomechanics
resolves10.1016/j.compgeo.2011.03.009
Coupled discrete element and finite volume solution of two classical soil mechanics problems
resolves10.1007/s11440-016-0516-y
Quantitative analysis of piping erosion micro-mechanisms with coupled CFD and DEM method
resolves10.1016/j.ijmultiphaseflow.2019.01.017
Investigating the jamming of particles in a three-dimensional fluid-driven flow via coupled CFD–DEM simulations
resolves10.1007/s10035-018-0846-6
Numerical study on clogging of prefabricated vertical drain in slurry under vacuum loading
resolves10.1016/j.cageo.2016.01.011
SediFoam: A general-purpose, open-source CFD–DEM solver for particle-laden flow with emphasis on sediment transport
resolves10.1016/j.ijmultiphaseflow.2015.08.014
Diffusion-based coarse graining in hybrid continuum–discrete solvers: Theoretical formulation and a priori tests
resolves10.1007/s10035-017-0769-7
Study of sedimentation of non-cohesive particles via CFD–DEM simulations
resolves10.1016/j.advwatres.2017.11.012
Investigating the settling dynamics of cohesive silt particles with particle-resolving simulations
resolves10.1016/j.advwatres.2017.04.015
Realistic representation of grain shapes in CFD–DEM simulations of sediment transport with a bonded-sphere approach
resolves10.2172/10145548
MFIX documentation theory guide
resolves10.1016/S0266-1144(03)00028-1
Opening size recommendations for separation geotextiles used in pavements
resolves10.1016/j.geotexmem.2006.03.005
Modeling the slurry filtration performance of nonwoven geotextiles
The 2 references without a DOI — listed, not checked
no DOI — not checkedChen, L., Zhang, F.H., Li, Z.P., An, Y.Y., Li, Y.L.: Laboratory model test on radial consolidation of soil around drainage slab. Chin J Geotech Eng. 38(1), 163–168 (2016)
no DOI — not checkedTechnical Specification for Application of Plastic Drainboard for Port and Waterway Engineering. JST 206–1–2009. 2009–08–09.
What this badge says. CiteStamped means the CHECKABLE references of this work were clean at the dated check: each resolved to a known work in a public registry, and none carried a retraction notice at that time. It says nothing about the quality, findings, or importance of the work itself, and nothing about references deposited without a DOI.

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