An experimental investigation of consolidation-induced solute transport

Jangguen Lee, Patrick Joseph Fox

Research output: Chapter in Book/Report/Conference proceedingConference contribution

2 Citations (Scopus)

Abstract

This paper presents the results of an experimental investigation of consolidation-induced solute transport. Diffusion and large strain consolidation tests were conducted on composite specimens of kaolinite slurry consisting of an upper uncontaminated layer and a lower layer contaminated with potassium bromide. Solute breakthrough curves and final concentration profiles indicate that both diffusion and consolidation-induced advection can make important contributions to solute transport and that faster consolidation can increase the rate of solute mass outflow. The results of this study indicate that transient advection effects should be considered for transport analyses involving the large strain consolidation of soft contaminated clays. Copyright ASCE 2008.

Original languageEnglish (US)
Title of host publicationProceedings of Sessions of GeoCongress 2008 - GeoCongress 2008
Subtitle of host publicationCharacterization, Monitoring, and Modeling of GeoSystems, GSP 179
Pages806-813
Number of pages8
Edition179
DOIs
StatePublished - Dec 1 2008
EventGeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems - New Orleans, LA, United States
Duration: Mar 9 2008Mar 12 2008

Publication series

NameGeotechnical Special Publication
Number179
ISSN (Print)0895-0563

Other

OtherGeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems
CountryUnited States
CityNew Orleans, LA
Period3/9/083/12/08

Fingerprint

Solute transport
solute transport
Consolidation
consolidation
Advection
solute
advection
Kaolinite
breakthrough curve
bromide
slurry
kaolinite
Potassium
Clay
outflow
potassium
clay
Composite materials

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Architecture
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology

Cite this

Lee, J., & Fox, P. J. (2008). An experimental investigation of consolidation-induced solute transport. In Proceedings of Sessions of GeoCongress 2008 - GeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems, GSP 179 (179 ed., pp. 806-813). (Geotechnical Special Publication; No. 179). https://doi.org/10.1061/40972(311)100
Lee, Jangguen ; Fox, Patrick Joseph. / An experimental investigation of consolidation-induced solute transport. Proceedings of Sessions of GeoCongress 2008 - GeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems, GSP 179. 179. ed. 2008. pp. 806-813 (Geotechnical Special Publication; 179).
@inproceedings{946620b18b1046ecb1d383ba93a6fa3f,
title = "An experimental investigation of consolidation-induced solute transport",
abstract = "This paper presents the results of an experimental investigation of consolidation-induced solute transport. Diffusion and large strain consolidation tests were conducted on composite specimens of kaolinite slurry consisting of an upper uncontaminated layer and a lower layer contaminated with potassium bromide. Solute breakthrough curves and final concentration profiles indicate that both diffusion and consolidation-induced advection can make important contributions to solute transport and that faster consolidation can increase the rate of solute mass outflow. The results of this study indicate that transient advection effects should be considered for transport analyses involving the large strain consolidation of soft contaminated clays. Copyright ASCE 2008.",
author = "Jangguen Lee and Fox, {Patrick Joseph}",
year = "2008",
month = "12",
day = "1",
doi = "10.1061/40972(311)100",
language = "English (US)",
isbn = "9780784409725",
series = "Geotechnical Special Publication",
number = "179",
pages = "806--813",
booktitle = "Proceedings of Sessions of GeoCongress 2008 - GeoCongress 2008",
edition = "179",

}

Lee, J & Fox, PJ 2008, An experimental investigation of consolidation-induced solute transport. in Proceedings of Sessions of GeoCongress 2008 - GeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems, GSP 179. 179 edn, Geotechnical Special Publication, no. 179, pp. 806-813, GeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems, New Orleans, LA, United States, 3/9/08. https://doi.org/10.1061/40972(311)100

An experimental investigation of consolidation-induced solute transport. / Lee, Jangguen; Fox, Patrick Joseph.

Proceedings of Sessions of GeoCongress 2008 - GeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems, GSP 179. 179. ed. 2008. p. 806-813 (Geotechnical Special Publication; No. 179).

Research output: Chapter in Book/Report/Conference proceedingConference contribution

TY - GEN

T1 - An experimental investigation of consolidation-induced solute transport

AU - Lee, Jangguen

AU - Fox, Patrick Joseph

PY - 2008/12/1

Y1 - 2008/12/1

N2 - This paper presents the results of an experimental investigation of consolidation-induced solute transport. Diffusion and large strain consolidation tests were conducted on composite specimens of kaolinite slurry consisting of an upper uncontaminated layer and a lower layer contaminated with potassium bromide. Solute breakthrough curves and final concentration profiles indicate that both diffusion and consolidation-induced advection can make important contributions to solute transport and that faster consolidation can increase the rate of solute mass outflow. The results of this study indicate that transient advection effects should be considered for transport analyses involving the large strain consolidation of soft contaminated clays. Copyright ASCE 2008.

AB - This paper presents the results of an experimental investigation of consolidation-induced solute transport. Diffusion and large strain consolidation tests were conducted on composite specimens of kaolinite slurry consisting of an upper uncontaminated layer and a lower layer contaminated with potassium bromide. Solute breakthrough curves and final concentration profiles indicate that both diffusion and consolidation-induced advection can make important contributions to solute transport and that faster consolidation can increase the rate of solute mass outflow. The results of this study indicate that transient advection effects should be considered for transport analyses involving the large strain consolidation of soft contaminated clays. Copyright ASCE 2008.

UR - http://www.scopus.com/inward/record.url?scp=66449126918&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=66449126918&partnerID=8YFLogxK

U2 - 10.1061/40972(311)100

DO - 10.1061/40972(311)100

M3 - Conference contribution

AN - SCOPUS:66449126918

SN - 9780784409725

T3 - Geotechnical Special Publication

SP - 806

EP - 813

BT - Proceedings of Sessions of GeoCongress 2008 - GeoCongress 2008

ER -

Lee J, Fox PJ. An experimental investigation of consolidation-induced solute transport. In Proceedings of Sessions of GeoCongress 2008 - GeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems, GSP 179. 179 ed. 2008. p. 806-813. (Geotechnical Special Publication; 179). https://doi.org/10.1061/40972(311)100