{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,5,20]],"date-time":"2026-05-20T12:07:35Z","timestamp":1779278855929,"version":"3.51.4"},"reference-count":37,"publisher":"Elsevier BV","license":[{"start":{"date-parts":[[2026,5,1]],"date-time":"2026-05-01T00:00:00Z","timestamp":1777593600000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/tdm\/userlicense\/1.0\/"},{"start":{"date-parts":[[2026,5,1]],"date-time":"2026-05-01T00:00:00Z","timestamp":1777593600000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/legal\/tdmrep-license"},{"start":{"date-parts":[[2026,5,1]],"date-time":"2026-05-01T00:00:00Z","timestamp":1777593600000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-017"},{"start":{"date-parts":[[2026,5,1]],"date-time":"2026-05-01T00:00:00Z","timestamp":1777593600000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-037"},{"start":{"date-parts":[[2026,5,1]],"date-time":"2026-05-01T00:00:00Z","timestamp":1777593600000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-012"},{"start":{"date-parts":[[2026,5,1]],"date-time":"2026-05-01T00:00:00Z","timestamp":1777593600000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-029"},{"start":{"date-parts":[[2026,5,1]],"date-time":"2026-05-01T00:00:00Z","timestamp":1777593600000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-004"}],"funder":[{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"publisher","award":["52409153"],"award-info":[{"award-number":["52409153"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"publisher","award":["52192674"],"award-info":[{"award-number":["52192674"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"publisher"}]}],"content-domain":{"domain":["elsevier.com","sciencedirect.com"],"crossmark-restriction":true},"short-container-title":["Journal of Computational Science"],"published-print":{"date-parts":[[2026,5]]},"DOI":"10.1016\/j.jocs.2026.102825","type":"journal-article","created":{"date-parts":[[2026,3,10]],"date-time":"2026-03-10T08:08:29Z","timestamp":1773130109000},"page":"102825","update-policy":"https:\/\/doi.org\/10.1016\/elsevier_cm_policy","source":"Crossref","is-referenced-by-count":0,"special_numbering":"C","title":["A novel discrete fracture finite volume model for simulating unsaturated seepage in cracked face slabs"],"prefix":"10.1016","volume":"96","author":[{"given":"Mingliang","family":"Zhang","sequence":"first","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Degao","family":"Zou","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Xiaohui","family":"Su","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Jin","family":"Gong","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Jiantao","family":"Zhang","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"78","reference":[{"key":"10.1016\/j.jocs.2026.102825_bib1","doi-asserted-by":"crossref","first-page":"201","DOI":"10.1016\/j.compgeo.2016.09.013","article-title":"A novel nonlinear solution for the polygon scaled boundary finite element method and its application to geotechnical structures","volume":"82","author":"Chen","year":"2017","journal-title":"Comput. Geotech."},{"key":"10.1016\/j.jocs.2026.102825_bib2","doi-asserted-by":"crossref","first-page":"520","DOI":"10.1016\/j.istruc.2021.11.004","article-title":"Reliability-monitoring data coupled model for concrete slab safety evaluation of CFRD and its engineering application","volume":"35","author":"Li","year":"2022","journal-title":"Structures"},{"key":"10.1016\/j.jocs.2026.102825_bib3","doi-asserted-by":"crossref","DOI":"10.1016\/j.compgeo.2022.104950","article-title":"Two-dimensional DEM-FEM coupling analysis of seismic failure and anti-seismic measures for concrete faced rockfill dam","volume":"151","author":"Qu","year":"2022","journal-title":"Comput. Geotech."},{"key":"10.1016\/j.jocs.2026.102825_bib4","article-title":"Laboratory and in situ investigation of the compressive strength of CFRD concrete","volume":"242","author":"Oskouei","year":"2020","journal-title":"Constr. Build. Mater."},{"key":"10.1016\/j.jocs.2026.102825_bib5","article-title":"Time-dependent fuzzy reliability analysis of concrete slab during the initial water storage period of CFRD: A Case Study","volume":"2024","author":"Sun","year":"2024","journal-title":"Adv. Civ. Eng."},{"key":"10.1016\/j.jocs.2026.102825_bib6","doi-asserted-by":"crossref","DOI":"10.1016\/j.compgeo.2019.103383","article-title":"Practical nonlinear constitutive model for rockfill materials with application to rockfill dam","volume":"119","author":"Liu","year":"2020","journal-title":"Comput. Geotech."},{"key":"10.1016\/j.jocs.2026.102825_bib7","doi-asserted-by":"crossref","first-page":"332","DOI":"10.1016\/J.ENG.2016.03.010","article-title":"Technical progress on researches for the safety of high concrete-faced rockfill dams","volume":"2","author":"Ma","year":"2016","journal-title":"Engineering"},{"key":"10.1016\/j.jocs.2026.102825_bib8","doi-asserted-by":"crossref","DOI":"10.1016\/j.soildyn.2021.106792","article-title":"The simulation of high compressive stress and extrusion phenomenon for concrete face slabs in CFRDs under strong seismic loads","volume":"147","author":"Gong","year":"2021","journal-title":"Soil Dyn. Earthq. Eng."},{"key":"10.1016\/j.jocs.2026.102825_bib9","doi-asserted-by":"crossref","DOI":"10.1016\/j.istruc.2024.105990","article-title":"Impact of concrete face cracks on the saturated and unsaturated seepage behavior of rockfill dams","volume":"61","author":"Li","year":"2024","journal-title":"Structures"},{"key":"10.1016\/j.jocs.2026.102825_bib10","doi-asserted-by":"crossref","first-page":"269","DOI":"10.1016\/j.compgeo.2010.10.004","article-title":"Settlement analysis of the Shuibuya concrete-face rockfill dam","volume":"38","author":"Zhou","year":"2011","journal-title":"Comput. Geotech."},{"key":"10.1016\/j.jocs.2026.102825_bib11","doi-asserted-by":"crossref","first-page":"905","DOI":"10.1016\/j.compgeo.2011.06.004","article-title":"Investigation of the cracking of CFRD face plates","volume":"38","author":"Arici","year":"2011","journal-title":"Comput. Geotech."},{"key":"10.1016\/j.jocs.2026.102825_bib12","doi-asserted-by":"crossref","first-page":"1333","DOI":"10.1016\/j.compstruc.2011.03.012","article-title":"Modeling coupled processes of non-steady seepage flow and non-linear deformation for a concrete-faced rockfill dam","volume":"89","author":"Chen","year":"2011","journal-title":"Comput. & Struct."},{"key":"10.1016\/j.jocs.2026.102825_bib13","doi-asserted-by":"crossref","first-page":"224","DOI":"10.1016\/j.enggeo.2014.07.019","article-title":"Numerical analysis of the causes of face slab cracks in Gongboxia rockfill dam","volume":"181","author":"Wang","year":"2014","journal-title":"Eng. Geol."},{"key":"10.1016\/j.jocs.2026.102825_bib14","doi-asserted-by":"crossref","first-page":"236","DOI":"10.1680\/jwama.20.00047","article-title":"Numerical simulation of concrete face rockfill dam seepage: case study of Miaojiaba dam, China","volume":"174","author":"Gao","year":"2021","journal-title":"Proc. Inst. Civ. Eng. Water Manag."},{"key":"10.1016\/j.jocs.2026.102825_bib15","doi-asserted-by":"crossref","first-page":"1000","DOI":"10.1016\/j.advengsoft.2010.04.004","article-title":"A seepage computational model of face slab cracks based on equi-width joint constant flow","volume":"41","author":"Li","year":"2010","journal-title":"Adv. Eng. Softw."},{"key":"10.1016\/j.jocs.2026.102825_bib16","article-title":"Calculation Methods for the Permeability Coefficient of Concrete Face Rockfill Dam with Cracks","volume":"2019","author":"Shi","year":"2019","journal-title":"Adv. Civ. Eng."},{"key":"10.1016\/j.jocs.2026.102825_bib17","doi-asserted-by":"crossref","first-page":"313","DOI":"10.1016\/j.cemconres.2011.10.002","article-title":"Quantifying the effects of crack width, tortuosity, and roughness on water permeability of cracked mortars","volume":"42","author":"Akhavan","year":"2012","journal-title":"Cem. Concr. Res."},{"key":"10.1016\/j.jocs.2026.102825_bib18","doi-asserted-by":"crossref","first-page":"10341","DOI":"10.1007\/s13369-021-05368-2","article-title":"Numerical analysis of seepage for concrete face rockfill dam with cracks based on block equivalent continuum method","volume":"46","author":"Gao","year":"2021","journal-title":"Arab. J. Sci. Eng."},{"key":"10.1016\/j.jocs.2026.102825_bib19","doi-asserted-by":"crossref","DOI":"10.1016\/j.compgeo.2021.104376","article-title":"Three-dimensional refined analysis of seismic cracking and anti-seismic measures performance of concrete face slab in CFRDs","volume":"139","author":"Qu","year":"2021","journal-title":"Comput. Geotech."},{"key":"10.1016\/j.jocs.2026.102825_bib20","first-page":"209","article-title":"Equivalent quasi-continuum seepage model of face slab with intensive cracks","author":"Wang","year":"2006","journal-title":"J. Northwest AF. Univ. Nat. Ed."},{"key":"10.1016\/j.jocs.2026.102825_bib21","first-page":"50","article-title":"Numerical simulation of influence of cracks on seepage fields of Jishixia hydropower Station","volume":"31","author":"Liu","year":"2011","journal-title":"Adv. Sci. Technol. Water Resour."},{"key":"10.1016\/j.jocs.2026.102825_bib22","first-page":"63","article-title":"Plan element simulation of fracture seepage for analyzing seepage in RCC dams","author":"Zhu","year":"2003","journal-title":"J. Hydraul. Eng."},{"key":"10.1016\/j.jocs.2026.102825_bib23","doi-asserted-by":"crossref","first-page":"439","DOI":"10.1007\/s11242-018-1077-3","article-title":"Finite-Volume Discretisations for Flow in Fractured Porous Media","volume":"124","author":"Stefansson","year":"2018","journal-title":"Transp. Porous Media"},{"key":"10.1016\/j.jocs.2026.102825_bib24","doi-asserted-by":"crossref","first-page":"11","DOI":"10.1016\/j.petrol.2016.03.013","article-title":"An efficient embedded discrete fracture model based on mimetic finite difference method","volume":"145","author":"Yan","year":"2016","journal-title":"J. Pet. Sci. Eng."},{"key":"10.1016\/j.jocs.2026.102825_bib25","doi-asserted-by":"crossref","first-page":"572","DOI":"10.1016\/j.cma.2018.09.003","article-title":"A simple embedded discrete fracture-matrix model for a coupled flow and transport problem in porous media","volume":"343","author":"Ods\u00e6ter","year":"2019","journal-title":"Comput. Methods Appl. Mech. Eng."},{"key":"10.1016\/j.jocs.2026.102825_bib26","doi-asserted-by":"crossref","first-page":"752","DOI":"10.1016\/j.apm.2020.08.023","article-title":"Probabilistic analysis of soil-water characteristic curve using limited data","volume":"89","author":"Prakash","year":"2021","journal-title":"Appl. Math. Model."},{"key":"10.1016\/j.jocs.2026.102825_bib27","article-title":"Prediction of soil water characteristic curve based on soil water evaporation","volume":"2021","author":"Tao","year":"2021","journal-title":"Adv. Civ. Eng."},{"key":"10.1016\/j.jocs.2026.102825_bib28","doi-asserted-by":"crossref","DOI":"10.1061\/(ASCE)GT.1943-5606.0001071","article-title":"Hysteresis and uncertainty in soil water-retention curve parameters","volume":"140","author":"Likos","year":"2014","journal-title":"J. Geotech. Geoenviron. Eng."},{"key":"10.1016\/j.jocs.2026.102825_bib29","unstructured":"R.H. Brooks, A.T.Jhp Corey, Hydraulic Properties of Porous Media, (1964)."},{"key":"10.1016\/j.jocs.2026.102825_bib30","doi-asserted-by":"crossref","first-page":"521","DOI":"10.1139\/t94-061","article-title":"Equations for the soil-water characteristic curve","volume":"31","author":"Fredlund","year":"1994","journal-title":"Can. Geotech. J."},{"key":"10.1016\/j.jocs.2026.102825_bib31","doi-asserted-by":"crossref","DOI":"10.1061\/(ASCE)GT.1943-5606.0001524","article-title":"Generalized soil water retention equation for adsorption and capillarity","volume":"142","author":"Lu","year":"2016","journal-title":"J. Geotech. Geoenviron. Eng."},{"key":"10.1016\/j.jocs.2026.102825_bib32","doi-asserted-by":"crossref","first-page":"235","DOI":"10.1016\/j.geoderma.2008.12.001","article-title":"Biexponential model for water retention characteristics","volume":"149","author":"Omuto","year":"2009","journal-title":"Geoderma"},{"key":"10.1016\/j.jocs.2026.102825_bib33","doi-asserted-by":"crossref","first-page":"892","DOI":"10.2136\/sssaj1980.03615995004400050002x","article-title":"A closed-form equation for predicting the hydraulic conductivity of unsaturated soils","volume":"44","author":"Vangenuchten","year":"1980","journal-title":"Soil Sci. Soc. Am. J."},{"key":"10.1016\/j.jocs.2026.102825_bib34","doi-asserted-by":"crossref","DOI":"10.1016\/j.compgeo.2022.104768","article-title":"Numerical scheme for solving the Richard's equation based on finite volume model with unstructured mesh and implicit dual-time stepping","volume":"147","author":"Su","year":"2022","journal-title":"Comput. Geotech."},{"key":"10.1016\/j.jocs.2026.102825_bib35","doi-asserted-by":"crossref","DOI":"10.1016\/j.jocs.2025.102526","article-title":"Numerical scheme for solving the soil-water coupling problems based on finite volume method with unstructured mesh","volume":"85","author":"Su","year":"2025","journal-title":"J. Comput. Sci."},{"key":"10.1016\/j.jocs.2026.102825_bib36","series-title":"Numerical investigations of flow through fractured porous media","author":"Tatomir","year":"2007"},{"key":"10.1016\/j.jocs.2026.102825_bib37","doi-asserted-by":"crossref","first-page":"3061","DOI":"10.1007\/s11440-021-01183-z","article-title":"A 2D mixed fracture-pore seepage model and hydromechanical coupling for fractured porous media","volume":"16","author":"Yan","year":"2021","journal-title":"Acta Geotech."}],"container-title":["Journal of Computational Science"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S1877750326000438?httpAccept=text\/xml","content-type":"text\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S1877750326000438?httpAccept=text\/plain","content-type":"text\/plain","content-version":"vor","intended-application":"text-mining"}],"deposited":{"date-parts":[[2026,5,20]],"date-time":"2026-05-20T11:28:06Z","timestamp":1779276486000},"score":1,"resource":{"primary":{"URL":"https:\/\/linkinghub.elsevier.com\/retrieve\/pii\/S1877750326000438"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2026,5]]},"references-count":37,"alternative-id":["S1877750326000438"],"URL":"https:\/\/doi.org\/10.1016\/j.jocs.2026.102825","relation":{},"ISSN":["1877-7503"],"issn-type":[{"value":"1877-7503","type":"print"}],"subject":[],"published":{"date-parts":[[2026,5]]},"assertion":[{"value":"Elsevier","name":"publisher","label":"This article is maintained by"},{"value":"A novel discrete fracture finite volume model for simulating unsaturated seepage in cracked face slabs","name":"articletitle","label":"Article Title"},{"value":"Journal of Computational Science","name":"journaltitle","label":"Journal Title"},{"value":"https:\/\/doi.org\/10.1016\/j.jocs.2026.102825","name":"articlelink","label":"CrossRef DOI link to publisher maintained version"},{"value":"article","name":"content_type","label":"Content Type"},{"value":"\u00a9 2026 Elsevier B.V. All rights are reserved, including those for text and data mining, AI training, and similar technologies.","name":"copyright","label":"Copyright"}],"article-number":"102825"}}