CLC number:
On-line Access: 2025-06-25
Received: 2024-03-14
Revision Accepted: 2024-06-28
Crosschecked: 2025-06-25
Cited: 0
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Citations: Bibtex RefMan EndNote GB/T7714
Bo HUANG, Linfeng CAO, Jiachen GUO, Chunrui XU, Yuchao LI. Centrifuge modeling of contaminant transport in keyed sand-bentonite cutoff walls[J]. Journal of Zhejiang University Science A, 2025, 26(6): 573-584.
@article{title="Centrifuge modeling of contaminant transport in keyed sand-bentonite cutoff walls",
author="Bo HUANG, Linfeng CAO, Jiachen GUO, Chunrui XU, Yuchao LI",
journal="Journal of Zhejiang University Science A",
volume="26",
number="6",
pages="573-584",
year="2025",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A2400148"
}
%0 Journal Article
%T Centrifuge modeling of contaminant transport in keyed sand-bentonite cutoff walls
%A Bo HUANG
%A Linfeng CAO
%A Jiachen GUO
%A Chunrui XU
%A Yuchao LI
%J Journal of Zhejiang University SCIENCE A
%V 26
%N 6
%P 573-584
%@ 1673-565X
%D 2025
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A2400148
TY - JOUR
T1 - Centrifuge modeling of contaminant transport in keyed sand-bentonite cutoff walls
A1 - Bo HUANG
A1 - Linfeng CAO
A1 - Jiachen GUO
A1 - Chunrui XU
A1 - Yuchao LI
J0 - Journal of Zhejiang University Science A
VL - 26
IS - 6
SP - 573
EP - 584
%@ 1673-565X
Y1 - 2025
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A2400148
Abstract: Sand-bentonite (SB) cutoff walls are commonly used as barriers in polluted areas. The embedded part of an SB wall in an aquitard is crucial for its performance. In this study, a centrifuge modeling test was carried out to investigate the effect of contact between the key and the aquitard on the migration behavior of contaminants within an SB cutoff wall. The centrifuge was accelerated to 100g (gravitational acceleration) and maintained in-flight for 36 h, equivalent to 41 years of transport time in the prototype. Results showed that the contaminant concentration within the SB wall was higher downstream than in the middle in the thickness direction, and deeper regions exhibited a greater concentration than shallower ones. This concentration distribution indicated that contaminants were transported along the interface between the SB wall and the aquitard, bypassing the base of the SB wall to reach the downstream aquifer rapidly. An improved numerical simulation considering preferential interface migration was performed, which agreed with the centrifuge test results. The simulation results indicated that preferential interface migration, as a defect, significantly accelerated the speed of contaminant migration, reducing the breakthrough time of the SB wall to 1/9 of that without preferential interface migration.
[1]AcarYB, HaiderL, 1990. Transport of low-concentration contaminants in saturated earthen barriers. Journal of Geotechnical Engineering, 116(7):1031-1052.
[2]ArulanandanK, ThompsonPY, KutterBL, et al., 1988. Centrifuge modeling of transport processes for pollutants in soils. Journal of Geotechnical Engineering, 114(2):185-205.
[3]ASTM (American Society for Testing and Materials), 2016. Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter, ASTM D5084-16a. ASTM, West Conshohocken, PA, USA.
[4]ASTM (American Society for Testing and Materials), 2019. Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass, ASTM D2216-19. ASTM, West Conshohocken, PA, USA.
[5]ASTM (American Society for Testing and Materials), 2021. Standard Test Methods for Laboratory Determination of Density and Unit Weight of Soil Specimens, ASTM D7263-21. ASTM, West Conshohocken, PA, USA.
[6]CaoBY, XuJ, WangF, et al., 2021. Vertical barriers for land contamination containment: a review. International Journal of Environmental Research and Public Health, 18(23):12643.
[7]CookeB, MitchellRJ, 1991. Physical modelling of a dissolved contaminant in an unsaturated sand. Canadian Geotechnical Journal, 28(6):829-833.
[8]D’appoloniaDJ, 1980. Soil-bentonite slurry trench cutoffs. Journal of the Geotechnical Engineering Division, 106(4):399-417.
[9]FilzGM, HenryLB, HeslinGM, et al., 2001. Determining hydraulic conductivity of soil-bentonite using the API filter press. Geotechnical Testing Journal, 24(1):61-71.
[10]GamerdingerAP, KaplanDI, WellmanDM, et al., 2001. Two-region flow and decreased sorption of uranium (VI) during transport in hanford groundwater and unsaturated sands. Water Resources Research, 37(12):3155-3162.
[11]GelharLW, WeltyC, RehfeldtKR, 1992. A critical review of data on field-scale dispersion in aquifers. Water Resources Research, 28(7):1955-1974.
[12]HensleyPJ, SchofieldAN, 1991. Accelerated physical modelling of hazardous-waste transport. Géotechnique, 41(3):447-465.
[13]HutchisonJM, SeamanJC, AburimeSA, et al., 2003. Chromate transport and retention in variably saturated soil columns. Vadose Zone Journal, 2(4):702-714.
[14]KeH, TongX, LiYC, et al., 2018. Force equilibrium-based model for predicting stresses in soil-bentonite cutoff walls. Journal of Geotechnical and Geoenvironmental Engineering, 144(2):04017112.
[15]KereratC, SasanakulI, SoralumpS, 2013. Centrifuge modeling of LNAPL infiltration in granular soil with containment. Journal of Geotechnical and Geoenvironmental Engineering, 139(6):892-902.
[16]KnightMA, MitchellRJ, 1996. Modelling of light nonaqueous phase liquid (LNAPL) releases into unsaturated sand. Canadian Geotechnical Journal, 33(6):913-925.
[17]KumarRP, SinghDN, 2012. Geotechnical centrifuge modeling of chloride diffusion through soils. International Journal of Geomechanics, 12(3):327-332.
[18]LeeT, BensonCH, 2000. Flow past bench-scale vertical ground-water cutoff walls. Journal of Geotechnical and Geoenvironmental Engineering, 126(6):511-520.
[19]LiJS, JiangWH, GeSQ, et al., 2022. Coupled model for consolidation and organic contaminant transport in GMB/CCL composite liner under non-isothermal distribution condition. Computers and Geotechnics, 150:104893.
[20]LiYC, CleallPJ, WenYD, et al., 2015. Stresses in soil-bentonite slurry trench cut-off walls. Géotechnique, 65(10):843-850.
[21]LiYC, ChenGN, ChenYM, et al., 2017. Design charts for contaminant transport through slurry trench cutoff walls. Journal of Environmental Engineering, 143(9):06017005. https://doi.org/10.1061/%28ASCE%29EE.1943-7870.0001253
[22]LoIMC, ZhangJH, HuLM, 2005. Centrifuge modeling of cadmium migration in saturated and unsaturated soils. Soil and Sediment Contamination: an International Journal, 14(5):417-431.
[23]McKinleyJD, PriceBA, LynchRJ, et al., 1998. Centrifuge modelling of the transport of a pulse of two contaminants through a clay layer. Géotechnique, 48(3):421-425.
[24]MottHV, WeberWJ, 1991. Diffusion of organic contaminants through soilbentonite cutoff barriers. Research Journal of the Water Pollution Control Federation, 63(2):166-176.
[25]MozafariB, FahsM, Ataie-AshtianiB, et al., 2018. On the use of COMSOL multiphysics for seawater intrusion in fractured coastal aquifers. E3S Web of Conferences, 54:00020.
[26]RoweRK, AbdelrazekAY, 2019. Effect of interface transmissivity and hydraulic conductivity on contaminant migration through composite liners with wrinkles or failed seams. Canadian Geotechnical Journal, 56(11):1650-1667.
[27]RubinH, RabideauAJ, 2000. Approximate evaluation of contaminant transport through vertical barriers. Journal of Contaminant Hydrology, 40(4):311-333.
[28]RuffingD, EvansJ, CoughenourN, 2018. Soil-bentonite slurry trench cutoff wall longevity. IFCEE 2018, p.214-223.
[29]RuffingDG, EvansJC, MalusisMA, 2010. Prediction of earth pressures in soil-bentonite cutoff walls. GeoFlorida 2010: Advances in Analysis, Modeling & Design, p.2416-2425.
[30]RyanC, RuffingD, EvansJC, 2022. Soil bentonite slurry trench cutoff walls: history, design, and construction practices. Geo-Congress 2022, p.89-99.
[31]RyanCR, SpauldingCA, 2008. Strength and permeability of a deep soil bentonite slurry wall. GeoCongress 2008: Geotechnics of Waste Management and Remediation, p.644-651.
[32]ShuS, ZhuW, WangSW, et al., 2018. Leachate breakthrough mechanism and key pollutant indicator of municipal solid waste landfill barrier systems: centrifuge and numerical modeling approach. Science of the Total Environment, 612:1123-1131. https://doi.org/10.1016/j.scitotenv.2017.08.185
[33]SogaK, KawabataJ, KechavarziC, et al., 2003. Centrifuge modeling of nonaqueous phase liquid movement and entrapment in unsaturated layered soils. Journal of Geotechnical and Geoenvironmental Engineering, 129(2):173-182.
[34]TachavisesC, BensonCH, 1997. Hydraulic importance of defects in vertical groundwater cut-off walls. Proceedings of the Conference on In Situ Remediation of the Geoenvironment, p.168-180.
[35]TimmsW, HendryMJ, MuiseJ, et al., 2009. Coupling centrifuge modeling and laser ablation inductively coupled plasma mass spectrometry to determine contaminant retardation in clays. Environmental Science & Technology, 43(4):1153-1159.
[36]TongX, LiYC, KeH, et al., 2020. In situ stress states and lateral deformations of soil-bentonite cutoff walls during consolidation process. Canadian Geotechnical Journal, 57(1):139-148.
[37]WangYZ, ChenYM, XieHJ, et al., 2016. Lead adsorption and transport in loess-amended soil-bentonite cut-off wall. Engineering Geology, 215:69-80.
[38]WeiSJ, LiYC, ShenP, et al., 2023. Molecular force mechanism of hydrodynamics in clay nanopores. Journal of Zhejiang University-SCIENCE A (Applied physics & Engineering), 24(9):817-827.
[39]XuHQ, ShuS, WangSW, et al., 2019. Studies on the chemical compatibility of soil-bentonite cut-off walls for landfills. Journal of Environmental Management, 237:155-162.
[40]YaoSY, LiYC, TongS, et al., 2023. Numerical investigation of the effect of geosynthetic clay liner chemical incompatibility on flow and contaminant transport through a defective composite liner. Journal of Zhejiang University-SCIENCE A (Applied physics & Engineering), 24(7):557-568.
[41]YawsCL, 2014. Diffusion coefficient at infinite dilution in water–inorganic compounds. In: Transport Properties of Chemicals and Hydrocarbons. Gulf Professional Publishing, Houston, Texas, USA, p.704-705.
[42]YeoSS, ShackelfordCD, EvansJC, 2005. Consolidation and hydraulic conductivity of nine model soil-bentonite backfills. Journal of Geotechnical and Geoenvironmental Engineering, 131(10):1189-1198. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:10(1189)
[43]ZengX, SuJ, WangHY, et al., 2022. Centrifuge modeling of chloride ions completely breakthrough kaolin clay liner. Sustainability, 14(12):6976.
[44]ZhanLT, YouYQ, ZhaoR, et al., 2023a. Centrifuge modelling of lead retardation in soil-bentonite cut-off walls. International Journal of Physical Modelling in Geotechnics, 23(4):166-179.
[45]ZhanLT, CaoLF, ZhaoR, et al., 2023b. Performances of the soil-bentonite cutoff wall composited with geosynthetic clay liners: large-scale model tests and numerical simulations. Sustainability, 15(3):1886.
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