Editorial Special Issues

Characterization and engineering properties of natural soils used for geotesting

  • Benchmarking is of significant importance in geological and geotechnical engineering, for testing and verifying innovative soil investigation methods and foundation solutions. This Special Issue aims to present detailed characterization of a wide range of natural soils used for benchmarking in geological and geotechnical engineering that was presented at the ISGTS symposium in Oslo in June 2019. It also seeks to promote an increase in use of the benchmark sites as a research tool, as training and teaching facilities and as ground for development of new soil models, testing of new investigation methods and to further advance the state-of-the-art in the fields of geological and geotechnical engineering.

    Citation: Jean-Sebastien L’Heureux, Tom Lunne. Characterization and engineering properties of natural soils used for geotesting[J]. AIMS Geosciences, 2020, 6(1): 35-53. doi: 10.3934/geosci.2020004

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  • Benchmarking is of significant importance in geological and geotechnical engineering, for testing and verifying innovative soil investigation methods and foundation solutions. This Special Issue aims to present detailed characterization of a wide range of natural soils used for benchmarking in geological and geotechnical engineering that was presented at the ISGTS symposium in Oslo in June 2019. It also seeks to promote an increase in use of the benchmark sites as a research tool, as training and teaching facilities and as ground for development of new soil models, testing of new investigation methods and to further advance the state-of-the-art in the fields of geological and geotechnical engineering.




    [1] Lunne T, Long M, Forsberg CF (2003) Characterisation and engineering properties of Onsøy clay. In: Tan T, Phoon KK, Hight DW, et al., editors. Characterisation and engineering properties of natural soils. Singapore: A.A. Balkema, Lisse, the Netherlands, 395-427.
    [2] Lunne T, Lacasse S (1999) Geotechnical characteristics of low plasticity Drammen clay. In: Tsuchida T, Nakase A, editors. In Characterization of Soft Marine Clays, Proceedings of the International Symposium on Characterisation of Soft Marine Clays-Bothkennar, Drammen, Quebec, and Ariake Clays. (Yokosuka), Japan, Balkema, Rotterdam, 33-56.
    [3] Lunne T, Long M, Forsberg CF (2003) Characterisation and engineering properties of Holmen, Drammen sand. Characterisation and engineering properties of natural soils 2: 1121-1148.
    [4] Lunne T (2002) Engineering properties of lean Lierstranda clay. Coastal Geotechnical Engineering in Practice Rotterdam: Balkema.
    [5] Sandven R, Watn A (1995) Soil classification and parameter evaluation from piezocone tests: Results from the major site investigations at Oslo Main Airport, Gardermoen. Proceedings of CPT'95, Swedish Geotechnical Society 3: 35-55.
    [6] Andersen KH, Stenhamar P (1982) Static plate loading tests on overconsolidated clay. J Geotech Eng Div 108: 918-934.
    [7] Dyvik R, Andersen KH, Hansen SB, et al. (1993) Field tests of anchors in clay. I: Description. J Geotech Eng 119: 1515-1531. doi: 10.1061/(ASCE)0733-9410(1993)119:10(1515)
    [8] Ladanyi B, Lunne T, Vergobbi P, et al. (1995) Predicting creep settlements of foundations in permafrost from the results of cone penetration tests. Can Geotech J 32: 835-847. doi: 10.1139/t95-080
    [9] Sandven R (2003) Geotechnical properties of a natural silt deposit obtained from field and laboratory tests. Characterisation and engineering properties of natural soils, Balkema 2: 1237-1276.
    [10] Gylland A, Long M, Emdal A, et al. (2013) Characterisation and engineering properties of Tiller clay. Eng Geol 164: 86-100. doi: 10.1016/j.enggeo.2013.06.008
    [11] Sandven R, Sjursen M (1998) Sample disturbance in soils: Results from investigations in an overconsolidated marine clay. Geotechnical site characterization. Atlanta: Balkema, 1, 409-417.
    [12] Emdal A, Long M, Bihs A (2012) Characterisation of quick clay at Dragvoll, Trondheim, Norway. Geotech Eng J SEAGS AGSSEA 43: 11-23.
    [13] Helle TE, Aagaard P, Nordal S (2017) In situ improvement of highly sensitive clays by potassium chloride migration. J Geotech Geoenviron Eng 143: 04017074. doi: 10.1061/(ASCE)GT.1943-5606.0001774
    [14] Helle TE, Aagaard P, Nordal S, et al. (2019) A geochemical, mineralogical and geotechnical characterization of the low plastic, highly sensitive glaciomarine clay at Dragvoll, Norway. AIMS Geosci 5: 704-722. doi: 10.3934/geosci.2019.4.704
    [15] Long M, L'Heureux JS, Bache BKF, et al. (2019) Site characterisation and some examples from large scale testing at the Klett quick clay research site. AIMS Geosci 5: 344-389. doi: 10.3934/geosci.2019.3.344
    [16] Gundersen AS, Hansen RC, Lunne T, et al. (2019) Characterization and engineering properties of the NGTS Onsøy soft clay site. AIMS Geosci 5: 665-703. doi: 10.3934/geosci.2019.3.665
    [17] Blaker Ø, Carroll R, Paniagua Lopez AP, et al. (2019) Halden research site: geotechnical characterization of a post glacial silt. AIMS Geosci 5: 184-234. doi: 10.3934/geosci.2019.2.184
    [18] L'Heureux JS, Lindgård A, Emdal A (2019) The Tiller-Flotten research site: Geotechnical characterization of a sensitive clay deposit. AIMS Geosci 5: 831-867. doi: 10.3934/geosci.2019.4.831
    [19] Quinteros S, Gundersen AS, L'Heureux JS, et al. (2019) Øysand research site: Geotechnical characterization of deltaic sandy-silty soils. AIMS Geosci 5: 750-783. doi: 10.3934/geosci.2019.4.750
    [20] Graham GL, Instanes A, Sinitsyn AO, et al. (2019) Characterization of two sites for geotechnical testing in permafrost: Longyearbyen, Svalbard. AIMS Geosci 5: 868-885. doi: 10.3934/geosci.2019.4.868
    [21] Lunne T, Strandvik S, Kåsin K, et al. (2018) Effect of cone penetrometer type on CPTU results at a soft clay test site in Norway. Cone Penetration Testing, 417-422.
    [22] Gundersen AS, Carotenuto P, Lunne T, et al. (2019) Field verification tests of the newly developed flow cone tool-In-situ measurements of hydraulic soil properties. AIMS Geosci 5: 784-803. doi: 10.3934/geosci.2019.4.784
    [23] Helle TE, Kvennås M, Kirkevollen OK, et al. (2020) Stabilising quick clays with potassium-chloride wells-a summary of procedures, installation effects, cost/benefit and climate-gas emissions. Interpraevent. Bergen, Norway.
    [24] McRostie GC, Crawford CB (2001) Canadian geotechnical research site no. 1 at Gloucester. Can Geotech J 38: 1134-1141. doi: 10.1139/t01-025
    [25] Bozozuk M (1972) The Gloucester test fill. Department of Civil Engineering, Purdue University, West Layfayette, IN. 184.
    [26] Mayne PW, Cargill E, Miller B (2019) Geotechnical characteristics of sensitive Leda clay at Canada test site in Gloucester, Ontario. AIMS Geosci 5: 390-411. doi: 10.3934/geosci.2019.3.390
    [27] Demers D, Robitaille D, Lavoie A, et al. (2017) The use of LiDAR airborne data for retrogressive landslides inventory in sensitive clays, Québec, Canada. Landslides in Sensitive Clays, Springer, 279-288. doi: 10.1007/978-3-319-56487-6_25
    [28] Roy M, Blanchet R, Tavenas F, et al. (1981) Behaviour of a sensitive clay during pile driving. Can Geotech J 18: 67-85. doi: 10.1139/t81-007
    [29] Konrad JM, Roy M (1987) Bearing capacity of friction piles in marine clay. Geotechnique 37: 163-175. doi: 10.1680/geot.1987.37.2.163
    [30] Schaefer VR, Duncan JM (1988) Finite element analysis of the St. Alban test embankments. Symposium on Geosynthetics for Soil Improvement at the ASCE Convention American Society of Civil Engineers, Nashville, Tennessee, 158-177.
    [31] Lafleur J, Silvestri V, Asselin R, et al. (1988) Behaviour of a test excavation in soft Champlain Sea clay. Can Geotech J 25: 705-715. doi: 10.1139/t88-081
    [32] Laflamme J, Leroueil S (2003) Étude numérique du coefficient de consolidation/gonflement sur trois sites d'argile du Québec. Report GCT-03-05, Université Laval, Québec City, Que.
    [33] Locat A, Locat P, Demers D, et al. (2017) The Saint-Jude landslide of 10 May 2010, Quebec, Canada: Investigation and characterization of the landslide and its failure mechanism. Can Geotech J 54: 1357-1374. doi: 10.1139/cgj-2017-0085
    [34] Locat A, Locat P, Michaud H, et al. (2019) Geotechnical characterization of the Saint-Jude clay, Quebec, Canada. AIMS Geosci 5: 273-302. doi: 10.3934/geosci.2019.2.273
    [35] Benoît J, Lutenegger J (2000) National Geotechnical Experimentation sites. Geotechnical Special Publication No 93: American Society of Civil Engineers, ASCE.
    [36] Ashford SA, Rollins KM, Case Bradford V, et al. (2000) Liquefaction mitigation using stone columns around deep foundations: Full-scale test results. Transp Res Rec 1736: 110-118. doi: 10.3141/1736-14
    [37] Faris JR, de Alba P (2000) National geotechnical experimentation site at Treasure Island, California. National Geotechnical Experimentation Sites, 52-71. doi: 10.1061/9780784404843.ch03
    [38] Briaud JL (2000) The national geotechnical experimentation sites at Texas A&M University: clay and sand. Geotechnical Special Publication No 93: American Society of Civil Engineers, ASCE, 26-51.
    [39] Finno RJ, Gassman SL, Calvello M (2000) NGES at Northwestern University. Geotech Spec Publ, 130-159.
    [40] O'Neill MW (2000) National geotechnical experimentation site: University of Houston. National geotechnical experimentation sites: GSP 93, ASCE, Reston/VA, 72-101. doi: 10.1061/9780784404843.ch04
    [41] Lutenegger AJ (2000) National geotechnical experimentation site: University of Massachusetts. National Geotechnical Experimentation Sites, 102-129. doi: 10.1061/9780784404843.ch05
    [42] Mayne PW, Brown D (2003) Site characterization of Piedmont residuum of North America. In: Tan T, Phoon KK, Hight DW et al., editors. Characterization and engineering properties of natural soils, 1323-1339.
    [43] Mayne PW, Brown D, Vinson J, et al. (2000) Site characterization of Piedmont residual soils at the NGES, Opelika, Alabama. National geotechnical experimentation sites, GSP 93, ASCE, 160-185. doi: 10.1061/9780784404843.ch07
    [44] Anderson JB, Montgomery J, Jackson D, et al. (2019) Auburn University National Geotechnical Experimentation Site in Piedmont Residuum. AIMS Geosci 5: 645-664. doi: 10.3934/geosci.2019.3.645
    [45] DeGroot DJ, Landon ME, Poirier SE (2019) Geology and engineering properties of sensitive Boston Blue Clay at Newbury, Massachusetts. AIMS Geosci 5: 412-447. doi: 10.3934/geosci.2019.3.412
    [46] Sasanakul I, Gassman S, Ruttithivaphanich P, et al. (2019) Characterization of shear wave velocity profiles for South Carolina Coastal Plain. AIMS Geosci 5: 303-324. doi: 10.3934/geosci.2019.2.303
    [47] Di Buò B, D'Ignazio M, Selänpää J, et al. (2019) Investigation and geotechnical characterization of Perniö clay, Finland. AIMS Geosci 5: 591-616. doi: 10.3934/geosci.2019.3.591
    [48] Lehtonen V, Meehan C, Länsivaara T, et al. (2015) Full-scale embankment failure test under simulated train loading. Géotechnique 65: 961-974.
    [49] Radaszewski R, Wierzbicki J (2019) Characterization and engineering properties of AMU Morasko soft clay. AIMS Geosci 5: 235-264. doi: 10.3934/geosci.2019.2.235
    [50] Alves A (2004) The influence of soil viscosity and time on the dynamic pile-soil interaction in clays. Ph D thesis, COPPE, Federal University of Rio de Janeiro.
    [51] Alves AM, Lopes FR, Randolph MF, et al. (2009) Investigations on the dynamic behavior of a small-diameter pile driven in soft clay. Can Geotech J 46: 1418-1430. doi: 10.1139/T09-069
    [52] de Campos Porto E, de Medeiros Junior CJ, Henriques Junior PRD, et al. (2010) The development of the torpedo-piezocone. Proceedings of the 29th International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2010. Shanghai, China, ASME, 813-821. doi: 10.1115/OMAE2010-20820
    [53] Guimarães G (2015) Horizontal load test on instrumented model torpedo-pile in soft clay. Ph.D. thesis, COPPE, Federal University of Rio de Janeiro.
    [54] Jannuzzi GMF, Danziger FAB, Martins ISM (2015) Geological-geotechnical characterisation of Sarapuí II clay. Eng Geol 190: 77-86. doi: 10.1016/j.enggeo.2015.03.001
    [55] Danziger FAB, Jannuzzi GMF, Martins ISM (2019) The relationship between sea-level change, soil formation and stress history of a very soft clay deposit. AIMS Geosci 5: 461-479. doi: 10.3934/geosci.2019.3.461
    [56] Tonni L, Gottard G (2019) Assessing compressibility characteristics of silty soils from CPTU: lessons learnt from the Treporti Test Site, Venetian Lagoon (Italy). AIMS Geosci 5: 117-144. doi: 10.3934/geosci.2019.2.117
    [57] Zwanenburg C, Jardine RJ (2015) Laboratory, in situ and full-scale load tests to assess flood embankment stability on peat. Géotechnique 65: 309-326.
    [58] Zwanenburg C, Erkens G (2019) Uitdam, the Netherlands: test site for soft fibrous peat. AIMS Geosci 5: 804-830. doi: 10.3934/geosci.2019.4.804
    [59] Stolte AC, Cox BR (2019) Feasibility of in-situ evaluation of soil void ratio in clean sands using high resolution measurements of Vp and Vs from DPCH testing. AIMS Geosci 5: 723-749. doi: 10.3934/geosci.2019.4.723
    [60] Jackson PG, Steenfelt JS, Foged NN, et al. (2004) Evaluation of Bryozoan limestone properties based on in-situ abd laboratory element tests. 2nd International Conference on Site Characterization: Millpress, Rotterdam, 1813-1820.
    [61] Foged NN, Hansen SL, Stabell S (2010) Developments in Rock Mass Evaluation of Limestone in Denmark. Rock Mechanics in the Nordic Countries 2010. Kongsberg, Norway.
    [62] Hansen SL, Galsgaard J, Foged NN (2015) Rock mass characterization for Copenhagen Metro using face logs. In SEE TUNNEL-Promoting tunnelling in SE European region 41st General Assembly and Congress of International Tunneling and Underground Space. Dubrovnik, Croatia.
    [63] Jakobsen L, Foged N, Erichsen L, et al. (2015) Face logging in Copenhagen Limestone, Denmark. Geotechnical Engineering for Infrastructure and Development, Ice Publishing, 2939-2944
    [64] Katic N, Christensen HF (2014) Upscaling elastic moduli in Copenhagen Limestone. ISRM Regional Symposium-EUROCK 2014: International Society for Rock Mechanics and Rock Engineering.
    [65] Katic N, Christensen HF (2015) Composite elasticity of Copenhagen limestone. ISRM Regional Symposium-EUROCK 2015: International Society for Rock Mechanics and Rock Engineering.
    [66] Katić N, Korshøj JS, Christensen HF (2019) Bryozoan limestone experience-the case of Stevns Klint. AIMS Geosci 5: 163-183. doi: 10.3934/geosci.2019.2.163
    [67] Kelly RB, Pineda JA, Bates L, et al. (2017) Site characterisation for the Ballina field testing facility. Geotechnique 67: 279-300. doi: 10.1680/jgeot.15.P.211
    [68] Kelly RB (2013) Australia's first national facility for soft soils testing. Civil Eng Aust 76-78.
    [69] Pineda JA, Kelly RB, Suwal L, et al. (2019) The Ballina soft soil Field Testing Facility. AIMS Geosci 5: 509-534. doi: 10.3934/geosci.2019.3.509
    [70] Pineda JA, Liu XF, Sloan SW (2016) Effects of tube sampling in soft clay: a microstructural insight. Géotechnique 66: 969-983.
    [71] Kelly RB, Sloan SW, Pineda JA, et al. (2018) Outcomes of the Newcastle symposium for the prediction of embankment behaviour on soft soil. Comput Geotech 93: 9-41. doi: 10.1016/j.compgeo.2017.08.005
    [72] Gaone FM, Gourvenec S, Doherty JP (2018) Large-scale shallow foundation load tests on soft clay-At the National Field Testing Facility (NFTF), Ballina, NSW, Australia. Comput Geotech 93: 253-268. doi: 10.1016/j.compgeo.2017.05.008
    [73] Low HE, Maynard ML, Randolph MF, et al. (2011) Geotechnical characterisation and engineering properties of Burswood clay. Géotechnique 61: 575-591.
    [74] Boylan N, Long M (2014) Evaluation of peat strength for stability assessments. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering 167: 421-430. doi: 10.1680/geng.12.00043
    [75] Carroll R, Long M (2017) Sample disturbance effects in silt. J Geotech Geoenviron Eng 143: 04017061. doi: 10.1061/(ASCE)GT.1943-5606.0001749
    [76] Carroll R (2013) The engineering behaviour of Irish silts, PhD, University College Dublin.
    [77] Long M (2006) Sample disturbance effects on medium plasticity clay/silt. Proceedings of the ICE-Geotechnical Engineering 159: 99-111. doi: 10.1680/geng.2006.159.2.99
    [78] Igoe D, Gavin K (2019) Characterization of the Blessington sand geotechnical test site. AIMS Geosci 5: 145-162. doi: 10.3934/geosci.2019.2.145
    [79] Viana da Fonseca A, Ferreira C, Saldanha A, et al. (2018) Comparative analysis of liquefaction susceptibility assessment by CPTu and SPT tests. Cone Penetration Testing 2018, CRC Press, 669-675.
    [80] Viana da Fonseca A, Ferreira C, Ramos C, et al. (2019) The geotechnical test site in the greater Lisbon area for liquefaction characterisation and sample quality control of cohesionless soils. AIMS Geosci 5: 325-343. doi: 10.3934/geosci.2019.2.325
    [81] Hight DW, Bennell JD, Chana B, et al. (1997) Wave velocity and stiffness measurements of the Crag and Lower London Tertiaries at Sizewell. Géotechnique 47: 451-474.
    [82] Hight DW, McMillan F, Powell JJM, et al. (2003) Some characteristics of London clay. In: Hight D, Leroueil S, Phoon K et al., editors. Characterisation and engineering properties of natural soils, Rotterdam: Balkema, 851-946.
    [83] Crilly MS, Driscoll RMC, Chandler RJ (1992) Seasonal ground and water movement observations from an expansive clay site in the UK. Proceedings of the 7th International Conference on Expansive Soils, Dallas. Lubbock, Tx: Texas Technical University Press, 313-318.
    [84] Brown MJ, Powell JJM (2013) Comparison of rapid load test analysis techniques in clay soils. J Geotech Geoenviron Eng 139: 152-161. doi: 10.1061/(ASCE)GT.1943-5606.0000733
    [85] Powell JJM, Butcher AP (2003) Characterisation of a glacial clay till at Cowden, Humberside. In: Tan T, Phoon KK, Hight DW et al., editors. Characterisation and engineering properties of natural soils, A.A. Balkema, Lisse, the Netherlands, 983-1020.
    [86] Clarke J (1993) Large-scale Pile Tests in Clay, Proceedings of the Conference, Recent Large-scale Fully Instrumented Pile Tests in Clay, Held at the Institution of Civil Engineers, London, on 23-24 June 1992, Thomas Telford.
    [87] Quinteros S, Lunne T, Krogh L, et al. (2018) Shallow depth characterisation and stress history assessment of an over-consolidated sand in Cuxhaven, Germany. Cone Penetration Testing IV: Proceedings of the 4th International Symposium on Cone Penetration Testing (CPT 2018). Delft, The Netherlands: CRC Press.
    [88] Tan TS, Phoon KK, Hight DW, et al. (2003) Characterisation and Engineering Properties of Natural Soils, A.A. Balkema.
    [89] Tan TS, Phoon KK, Hight DW, et al. (2006) Characterisation and Engineering Properties of Natural Soils, Two Volume Set: Proceedings of the Second International Workshop on Characterisation and Engineering Properties of Natural Soils, Singapore, CRC Press.
    [90] Paniagua P, D'Ignazio M, L'Heureux JS, et al. (2019) CPTU correlations for Norwegian clays: an update. AIMS Geosci 5: 82-103. doi: 10.3934/geosci.2019.2.82
    [91] D'Ignazio M, Lunne T, Andersen KH, et al. (2019) Estimation of preconsolidation stress of clays from piezocone by means of high-quality calibration data. AIMS Geosci 5: 104-116. doi: 10.3934/geosci.2019.2.104
    [92] DeGroot DJ, Lunne T, Ghanekar R, et al. (2019) Engineering properties of low to medium overconsolidation ratio offshore clays. AIMS Geosci 5: 535-567. doi: 10.3934/geosci.2019.3.535
    [93] Peuchen J, Meijninger BML, Brouwer D (2019) North Sea as geo database. AIMS Geosci 5: 66-81. doi: 10.3934/geosci.2019.2.66
    [94] Høeg K, Tang WH (1978) Probabilistic considerations in the foundation engineering for offshore structures. Norw Geotech Inst Publ 120.
    [95] Tang WH (1979) Probabilistic evaluation of penetration resistances. J Geotech Eng Div 105: 1173-1191.
    [96] Chiasson P, Lafleur J, Soulié M, et al. (1995) Characterizing spatial variability of a clay by geostatistics. Can Geotech J 32: 1-10. doi: 10.1139/t95-001
    [97] Liu Z, Amdal ÅMW, L'Heureux JS, et al. (2020) Spatial variability of medium dense sand deposit. AIMS Geosci 6: 6-30. doi: 10.3934/geosci.2020002
    [98] Doherty JP, Gourvenec S, Gaone FM, et al. (2018) A novel web based application for storing, managing and sharing geotechnical data, illustrated using the National Soft Soil Field Testing Facility in Ballina, Australia. Comput Geotech 93: 3-8. doi: 10.1016/j.compgeo.2017.05.007
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    14. Abba B. Gumel, Jean M.-S. Lubuma, Oluwaseun Sharomi, Yibeltal Adane Terefe, Mathematics of a sex-structured model for syphilis transmission dynamics, 2018, 41, 01704214, 8488, 10.1002/mma.4734
    15. Shasha Gao, Maia Martcheva, Hongyu Miao, Libin Rong, A two-sex model of human papillomavirus infection: Vaccination strategies and a case study, 2022, 536, 00225193, 111006, 10.1016/j.jtbi.2022.111006
    16. Fernando Saldaña, José A Camacho-Gutiérrez, Geiser Villavicencio-Pulido, Jorge X. Velasco-Hernández, Modeling the transmission dynamics and vaccination strategies for human papillomavirus infection: An optimal control approach, 2022, 112, 0307904X, 767, 10.1016/j.apm.2022.08.017
    17. A. Omame, D. Okuonghae, U. E. Nwafor, B. U. Odionyenma, A co-infection model for HPV and syphilis with optimal control and cost-effectiveness analysis, 2021, 14, 1793-5245, 10.1142/S1793524521500509
    18. Shasha Gao, Maia Martcheva, Hongyu Miao, Libin Rong, The impact of vaccination on human papillomavirus infection with disassortative geographical mixing: a two-patch modeling study, 2022, 84, 0303-6812, 10.1007/s00285-022-01745-z
    19. 丽娜 王, Dynamic Analysis of a Kind of HPV Transmission Model Incorporating Media Impact and Early Screening, 2024, 13, 2324-7991, 3845, 10.12677/aam.2024.138366
    20. Arsène Jaurès Ouemba Tassé, Berge Tsanou, Cletus Kwa Kum, Jean Lubuma, A mathematical model on the impact of awareness and traditional medicine in the control of Ebola: case study of the 2014–2016 outbreaks in Sierra Leone and Liberia, 2024, 0272-4960, 10.1093/imamat/hxae025
    21. Roya Khalili Amirabadi, Omid S. Fard, Mohsen Jalaeian Farimani, Towards optimal control of HPV model using safe reinforcement learning with actor–critic neural networks, 2025, 264, 09574174, 125783, 10.1016/j.eswa.2024.125783
    22. Henok Desalegn Desta, Getachew Teshome Tilahun, Tariku Merga Tolasa, Mulugeta Geremew Geleso, Francisco R. Villatoro, Mathematical Model of Human Papillomavirus (HPV) Dynamics With Double‐Dose Vaccination and Its Impact on Cervical Cancer, 2024, 2024, 1026-0226, 10.1155/ddns/9971859
    23. Sylas Oswald, Eunice Mureithi, Berge Tsanou, Michael Chapwanya, Kijakazi Mashoto, Crispin Kahesa, MCMC-Driven mathematical modeling of the impact of HPV vaccine uptake in reducing cervical cancer, 2025, 24682276, e02633, 10.1016/j.sciaf.2025.e02633
    24. A. El-Mesady, Tareq M. Al-shami, Hegagi Mohamed Ali, Optimal control efforts to reduce the transmission of HPV in a fractional-order mathematical model, 2025, 2025, 1687-2770, 10.1186/s13661-024-01991-8
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