Abstract
More than one-third of highway retaining wall failures around the world occurred due to missing or inadequate drainage systems. A research study was conducted to determine the performance of a recently developed pore pressure mitigation system through the usage of conical geotextile units filtering retaining wall backfill soils used in highway environment. A numerical model based on a computational fluid dynamics and discrete element method (CFD-DEM) coupled approach was developed to simulate particle movement in the soil and piping through the geotextiles. The model was used for conventional as well as conical geotextile filter systems that use woven and nonwoven geotextiles filtering marginal backfill soils with high fines contents and a common gravel backfill material. Both soil-geotextile contact zone and system permeabilities were influenced by varying fines content in the backfill material. Conical filter usage increased the system permeability up to 2.6 times, while piping rates increased up to almost 10 times as result of conical filter usage. A retention ratio successfully predicted piping rates for different types of woven and nonwoven geotextiles with a percent error range of 13–30%, and was used to develop simple performance charts. The developed charts can be useful for practitioners, and the developed methodology can be adopted to extend these chart solutions to other types of soils and geotextiles.
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References
ALDOT (2022a). Alabama DOT Highway Specifications, Section 529–02, pp. 702–710. https://www.dot.state.al.us/publications/construction/pdf/Specifications/2022/SpecBookComplete.pdf. Accessed October 1, 2023
ALDOT (2022b). Alabama DOT Highway Specifications, Sections 801–802, p.393. https://www.dot.state.al.us/publications/construction/pdf/Specifications/2022/SpecBookComplete.pdf. Accessed October 1, 2023
Alabi OO, Sedara SO (2020) Validity of series and parallel bed layer permeability equations from experimental and numerical modeling. Sci Afr 10:e00579
Aydilek AH, Oguz SH, Edil TB (2002) Digital image analysis to determine pore opening size distribution of nonwoven geotextiles. J Comput Civil Eng 16(4):280–290
Barros PLA, Santos PJ (2012) Coefficients of active earth pressure with seepage effect. Can Geotech J 49(6):651–658
Barthel E (2006) Adhesive elastic contacts: JKR and more. J Phys D Appl Phys 41:163001
Bendahmane F, Marot D, Alexis A (2008) Experimental parametric study of suffusion and backward erosion. J Geotech Geoenviron Eng 134(1):57–67
Bensmaine A, Benmebarek N, Benmebarek S (2022) Numerical analysis of seepage failure modes of sandy soils within a cylindrical cofferdam. Civil Eng J 8(7):1388–1405
Boeckmann A, Loehr E (2017) Design of maintainable drains for earth retaining structures: final report and design guide. University of Missouri-Columbia. Missouri, USA.
El Bouanani L, Baba K, Ardouz G, Latifi FE (2022) Parametric study of a soil erosion control technique: concrete lozenges channels. Civil Eng J 8(9):1879–1889
Bourges-Gastaud S, Stoltz G, Sidjui F, Touze-Foltz N (2014) Nonwoven geotextiles to filter clayey sludge: an experimental study. Geotextiles Geomemb 42(3):214–223
Caltrans, (2018) California department of transportation standard specifications. Section 19–3(02C):263–264
Chen CN, Chen HY (2013) Distributions of pore water pressure surround a horizontal drain pipe on a retaining wall under steady state condition. J Mech 29(2):263–272
Coduto D, Yeung M, Kitch W (2011) Geotechnical engineering: principles and practices, 2nd edn. Prentice-Hall
Coetzee CJ, Els DNJ (2009) Calibration of discrete element parameters and the modelling of silo discharge and bucket filling. Comput Electron Agric 65(2):198–212
Coetzee CJ, Els DNJ, Dymond GF (2010) Discrete element parameter calibration and the modelling of dragline bucket filling. J Terramech 47(1):33–44
Cutter A, McCuen RH (2007) Rational coefficients for steeply sloped watersheds. J Irrigat Drain Eng 133(2):188–191
CTDOT (2023) Connecticut department of transportation standard specifications, Section M.02.06. https://portal.ct.gov/dot/conndot/section-m02. Accessed October 1, 2023
DOT&PF (2020) Alaska department of transportation and public facilities standard specifications for highway construction, Sections 703–2.13, p. 474. https://dot.alaska.gov/stwddes/dcsspecs/assets/pdf/hwyspecs/sshc2020.pdf. Accessed October 1, 2023
Droski F, Rozelle M (2021) Innovative technology demonstration of maintainable weep hole filters used in box culvert preservation. Innovative Technology Demonstration. AASHTO: TSP2 Program, 48.
Engemoen WO, Redlinger CG (2009) Internal erosion incidents. Bureau of Reclamation Dams, Proceedings of the USSD Annual Conference, Tennessee, USA.
Evirgen B, Onur M, Tuncan M, Tuncan A (2015) Determination of the freezing effect on unconfined compression strength and permeability of saturated granular soils. Int J GEOMATE 8:1283–1287
Fairclough ARN, Davies GA (1990) Poisson line processes in 2 space to simulate the structure of porous media: methods of generations, statistics, and applications. Chem Eng Commun 92(1):23–48
Farquharson JI, Wadsworth FB (2018) Upscaling permeability in anisotropic volcanic systems. J Volcanol Geotherm Res 364:35–47
Faucette LB, Governo J, Jordan CF, Lockaby BG, Carino HF, Governo R (2007) Erosion control and storm water quality from straw with PAM, mulch, and compost blankets of varying particle sizes. J Soil Water Conserv 62(6):404–413
FDOT (2023). Florida department of transportation standard specification for road and bridge construction, Section 145–3.2, pp. 205–206. https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/specbooks/fy-2023–24/fy2023–24ebook.pdf (last accessed October 1, 2023).
Frising T, Thomas D, Bemer D, Contal P (2005) Clogging of fibrous filters by liquid aerosol particles: experimental and phenomenological modelling study. Chem Eng Sci 60(10):2751–2762. https://doi.org/10.1016/j.ces.2004.12.026
GDOT (2021) Georgia Department of Transportation Standard Specifications-Construction of Transportation Systems, Section 812.2.02, p. 1479. https://www.dot.ga.gov/PartnerSmart/Business/Source/specs/2021StandardSpecifications.pdf. accessed October 1, 2023
Hager A, Kloss C, Goniva C (2018) Combining open source and easy access in the field of DEM and coupled CFD-DEM. Computer Aided Chemical Engineering, In: 28th European symposium on computer aided process engineering, 1699–1704
HIDOT (2005) Hawaii department of transportation highways standard specifications-, Section 703.20, pp 703–15. https://hidot.hawaii.gov/highways/files/2013/01/703A__Aggregates__Print.pdf. Accessed October 1, 2023
Hogg R (2008) Issues in particle size analysis. KONA Powder Particle J 26:81–93
Hossain KG, Khan MS, Hossain J, Taufiq T (2012) Effects of backfill soil on excessive movement of MSE wall. J Performance Construct Fac 26(6):793–802
Hu Z, Yang Z, Wilkinson SP (2017) Active earth pressure acting on retaining wall considering anisotropic seepage effect. J Mountain Sci 14(6):1202–1211
Huang CC, Luo SY (2007) Dewatering of researvoir sediment slurry using woven geotextiles. Part 1: experimental results. Geosynthet Int 14(5):253–263
IowaDOT (2015). Iowa department of transportation standard specification for highway and bridge construction, pp. 1250. https://www.iowadot.gov/specifications/pdf/completebook.pdf. Accessed October 1, 2023
Kawamoto R, Andò E, Viggiani G, Andrade JE (2016) Level set discrete element method for three-dimensional computations with triaxial case study. J Mech Phys Solids 91:1–13
KDOT (2015). Kansas department of transportation standard specifications for state road and bridge construction, Section 1107, pp 1100–20–23. https://www.salina.k-state.edu/research-training/training-professional-development/certified-inspector-training/documents/spec-book-2015.pdf. Accessed October 1, 2023
KTC (2019) Kentucky transportation cabinet standard specifications, Section 805.11, pp 805–6.https://transportation.ky.gov/Construction/Pages/Kentucky-Standard-Specifications.aspx. Accessed October 1, 2023
Kutay ME, Aydilek AH (2005) Filtration performance of two-layer geotextile systems. Geotech Test J ASTM 28(1):79–91
LaDOTD (2016) Louisiana Department of Transportation and Development, Standard Specifications for Roads and Bridges, Section 802.05.2.3, p. 551.
Mahtabi G, Taran F (2019) Effect of weep hole and cut-off wall on hydraulic gradient and uplift pressure under a diversion Dam. Sādhanā 44(4):92
MaineDOT (2020) Maine department of transportation, standard specifications for roads and bridges, Section 703.20, pp 7–13. https://www.maine.gov/mdot/contractors/ publications/standardspec/. Accessed October 1, 2023
MDOT (2017) Mississippi department of transportation, standard specifications for road and bridge construction, Section 809, p. 1016. https://mdot.ms.gov/documents/Construction/Specifications/2017%20Standard%20Specifications.pdf. Accessed October 1, 2023
MDT (2020a). Montana department of transportation, standard specifications for road and bridge construction, Version 4.0, Section 701.09, pp 701–20. https://www.mdt.mt.gov/other/webdata/external/const/specifications/2020/Spec-Book/2020-Spec-Book-V4-0.pdf Accessed October 1, 2023
MDOT (2020b) Michigan department of transportation, standard specifications for construction, Section 902, pp 9–18. https://www.michigan.gov/mdot/business/construction/standard-specifications-and-publications. Accessed October 1, 2023
MDOT SHA (2020) Maryland department of transportation state highway administration, standard specifications for construction and materials, Section 450.02, p. 509. https://roads.maryland.gov/ohd2/2023_Standard_Specifications_for_Construction_and_Materials.pdf. Accessed October 1, 2023
MnDOT SHA (2020). Minnesota Department of Transportation, Standard Specifications for Construction and Supplemental Specifications, Section 3149, p. 834. https://www.dot.state.mn.us/pre-letting/spec/ Accessed October 1, 2023
MoDOT (2023). Missouri Department of Transportation, Standard Specifications for Highway Construction, Section 902, pp 9–18. https://www.michigan.gov/mdot/business/construction/standard-specifications-and-publications. Accessed October 1, 2023
NDOT (2014) Nevada Department of Transportation, Standard Specifications for Road and Bridge Construction, Section 704, p. 524. https://www.dot.nv.gov/home/showpublisheddocument/6916/636257041112930000. Accessed October 1, 2023
NHDOT (2016) New Hampshire Department of Transportation, Standard Specifications for Road and Bridge Construction, Section 513, pp. 260–263. https://www.dot.nh.gov/about-nh-dot/divisions-bureaus-districts/highway-design/highway-standard-specifications/2016. Accessed October 1, 2023
NJDOT (2019) New Jersey department of transportation, standard specifications for road and bridge construction, Section 209, p. 110. https://www.nj.gov/transportation/eng/specs/2019/pdf/StandSpecRoadBridge_20190528.pdf. Accessed October 1, 2023
NMDOT (2019) New Mexico Department of Transportation, Standard Specifications for Highway and Bridge Construction, Section 506, p. 308. https://www.dot.nm.gov/infrastructure/plans-specifications-estimates-pse-bureau/standards/. Accessed October 5, 2023
ODOT (2019). Oklahoma Department of Transportation, Standard Specifications for Highway Construction, Section 703.07, pp. 665–666. https://oklahoma.gov/content/dam/ok/en/odot/documents/c_manuals/specbook/2019--full-spec-web-version.pdf. Accessed October 5, 2023
ODOT (2023). Ohio Department of Transportation, Construction and Material Specifications, Section 703.16, pp. 713–714. https://www.dot.state.oh.us/Divisions/ConstructionMgt/OnlineDocs/Pages/2023-Online-Spec-Book.aspx. Accessed October 5, 2023
ODOT (2024). Oregon Department of Transportation, Standard Specifications for Construction, Section 0.2630.10, pp. 1133–1134. https://www.oregon.gov/odot/Business/Specs/2024_standard_specifications.pdf (last accessed October 5, 2023)
Palmeira EM, Tatto J (2015) Behavior of geotextile filters in armoured slopes subjected to the action of waves. Geotextiles Geomembranes 43(1):46–55
RIDOT (2023). Rhode Island Department of Transportation, Standard Specifications for Road and Bridge Construction, Section 203.03.5, pp. 200.41–42. https://www.dot.ri.gov/business/bluebook/docs/Blue_Book_08_2023.pdf. Accessed October 5, 2023
Ryoo S (2022) Evaluating performance of conical filter systems using numerical and laboratory methods. Ph.D. Dissertation, University of Maryland, College Park, MD
Ryoo S, Erucar S, Evans M, Aydilek A (2022a) CFD-DEM modeling of filtration through conventional and conical geotextile filter systems. Geosynthet Int. 1–53
Ryoo S, Bensi MT, Aydilek AH (2022b) Hydraulic compatibility nonwoven conical filters with a backfill material. Geosynthet Int, 1–39
SCDOT (2007) South Carolina Department of Transportation, Standard Specifications for Highway Construction, Section 713.2.7.2, p.725 https://www.scdot.org/business/pdf/2007_full_specbook.pdf. Accessed October 5, 2023
SDDOT (2015) South Dakota department of transportation, standard specifications for roads and bridges, Section 850, p.537 https://dot.sd.gov/media/documents/2015_sddot_SpecBook.pdf Accessed October 5, 2023
TDOT (2021). Tennessee Department of Transportation, Standard Specifications for Road and Bridge Construction, Section 903.22, p. 926. https://www.tn.gov/content/dam/tn/tdot/construction/2021-standard-specifications/January_1_2021_Standard_Specifications.pdf Accessed October 13, 2023.
TxDOT (2024). Tennessee Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, Section 423, p. 3. https://www.txdot.gov/content/dam/docs/specifications/2024/2024-specifications-400-series.pdf Accessed October 13, 2023.
U. S. Army Corps of Engineers (2019) Internal erosion risks for embankments and foundations. Best Practices and Risk Methodology, D-6, 1–69. https://www.usbr.gov/damsafety/risk/BestPractices/Chapters/D6-InternalErosionRisksForEmbankmentsAndFoundationsWithAppendices.pdf Accessed October 25, 2023
UDOT (2017). Utah Department of Transportation Standard Specifications for Road and Bridge Construction, Section 02056, pp. 1–7. https://www.udot.utah.gov/connect/business/standards/ Accessed October 13, 2023.
VDOT (2020) Virginia Department of Transportation Road and Bridge Specifications, Section 204, p. 149. https://www.virginiadot.org/business/resources/const/VDOT_2020_RB_Specs.pdf. Accessed October 13, 2023
WDOT (2024) Washington Department of Transportation Standard Specifications for Road, Bridge, and Municipal Construction, Section 9–03.12, p. 9–22. https://www.wsdot.wa.gov/publications/manuals/fulltext/M41-10/SS.pdf. Accessed October 13, 2023
WVDOH (2023) West Virginia Department of Transportation Division of Highways Standard Specifications Roads and Bridges, Section 626.5.3.1, p. 512. https://transportation.wv.gov/highways/TechnicalSupport/specifications/Documents/2023_Standard_%2812-16-22%29.pdf. Accessed October 13, 2023
WDOT (2023) Wisconsin Department of Transportation Standard Specifications for Highway and Structure Construction, Section 210, p. 107. https://wisconsindot.gov/pages/doing-bus/eng-consultants/cnslt-rsrces/rdwy/stndspec.aspx. Accessed October 13, 2023
Wu S, Chen Y, Zhu Y, Zhang P, Scheuermann A, Jin G, Zhu W (2021) Study on filtration process of geotextile with LBM-DEM-DLVO coupling method. Geotextiles Geomembr 49(1):166–179
WYDOT (2021). Wyoming Department of Transportation Standard Specifications for Road and Bridge Construction, Section 803.13, pp. 660–661. https://www.dot.state.wy.us/home/engineering_technical_programs/manuals_publications/Standard_Specifications.html. Accessed October 13, 2023
Yerro A, Rohe A, Soga K (2017) Modelling internal erosion with the material point method. In: Procedia engineering, proceedings of the 1st international conference on the material point method, 175, 365–372
Yu Y, Rowe RK (2012) Modelling Leachate-induced Clogging of Porous Media. Can Geotech J. https://doi.org/10.1139/t2012-052
Yamini OA, Mousavi SH, Kavlanpour MR (2019) Experimental investigation of using geotextile filter layer in articulated concrete block mattress revetment on coastal embankment. J Ocean Eng Marine Energy 5:119–133
Acknowledgements
Financial assistance for this research was provided by Geosynthetic Institute (GSI), which is gratefully acknowledged. The materials used in this study were supplied by the geosynthetic manufacturers and various soil providers. The summary, conclusions, and recommendations stated in this article are those of the authors and are not influenced by GSI and do not reflect the opinions of the manufacturers.
Funding
This research was financially supported by the Maryland Department of Transportation -State Highway Administration (MDOT SHA). Endorsement by MDOT SHA is not implied and should not be assumed.
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Ryoo, S.C., Aydilek, A.H. Hydraulic Performance of Conventional and Conical Geotextile Units Filtering Two Highway Soils. Geotech Geol Eng 42, 2623–2640 (2024). https://doi.org/10.1007/s10706-023-02694-0
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DOI: https://doi.org/10.1007/s10706-023-02694-0