{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,8,1]],"date-time":"2026-08-01T01:03:14Z","timestamp":1785546194858,"version":"3.56.0"},"reference-count":110,"publisher":"Elsevier BV","license":[{"start":{"date-parts":[[2026,7,1]],"date-time":"2026-07-01T00:00:00Z","timestamp":1782864000000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/tdm\/userlicense\/1.0\/"},{"start":{"date-parts":[[2026,7,1]],"date-time":"2026-07-01T00:00:00Z","timestamp":1782864000000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/legal\/tdmrep-license"},{"start":{"date-parts":[[2026,7,1]],"date-time":"2026-07-01T00:00:00Z","timestamp":1782864000000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-017"},{"start":{"date-parts":[[2026,7,1]],"date-time":"2026-07-01T00:00:00Z","timestamp":1782864000000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-037"},{"start":{"date-parts":[[2026,7,1]],"date-time":"2026-07-01T00:00:00Z","timestamp":1782864000000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-012"},{"start":{"date-parts":[[2026,7,1]],"date-time":"2026-07-01T00:00:00Z","timestamp":1782864000000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-029"},{"start":{"date-parts":[[2026,7,1]],"date-time":"2026-07-01T00:00:00Z","timestamp":1782864000000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-004"}],"funder":[{"DOI":"10.13039\/100014717","name":"National Natural Science Foundation of China National Outstanding Youth Science Fund Project","doi-asserted-by":"publisher","award":["52425904"],"award-info":[{"award-number":["52425904"]}],"id":[{"id":"10.13039\/100014717","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"publisher","award":["52378349"],"award-info":[{"award-number":["52378349"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"publisher"}]}],"content-domain":{"domain":["elsevier.com","sciencedirect.com"],"crossmark-restriction":true},"short-container-title":["Advances in Engineering Software"],"published-print":{"date-parts":[[2026,7]]},"DOI":"10.1016\/j.advengsoft.2026.104187","type":"journal-article","created":{"date-parts":[[2026,4,27]],"date-time":"2026-04-27T18:46:56Z","timestamp":1777315616000},"page":"104187","update-policy":"https:\/\/doi.org\/10.1016\/elsevier_cm_policy","source":"Crossref","is-referenced-by-count":2,"special_numbering":"C","title":["High-performance elasto-plastic solid-fluid coupled seismic analysis framework for large-scale geotechnical problems: application to high earth dam on thick deposit"],"prefix":"10.1016","volume":"218","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-1607-9783","authenticated-orcid":false,"given":"Rui","family":"Wang","sequence":"first","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Jianming","family":"Pu","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Rongxin","family":"Wang","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Jian-Min","family":"Zhang","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"78","reference":[{"key":"10.1016\/j.advengsoft.2026.104187_bib0001","doi-asserted-by":"crossref","first-page":"10","DOI":"10.1016\/j.eng.2018.11.002","article-title":"The hong kong\u2013zhuhai\u2013macao bridge","volume":"5","author":"Zhu","year":"2019","journal-title":"Engineering"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0002","doi-asserted-by":"crossref","DOI":"10.1016\/j.optlaseng.2023.107857","article-title":"Deflection monitoring of immersed tunnel element during floating transportation and installation based on series camera network","volume":"172","author":"Yin","year":"2024","journal-title":"Opt Lasers Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0003","doi-asserted-by":"crossref","first-page":"4287","DOI":"10.3390\/rs13214287","article-title":"Assessing the vertical displacement of the grand ethiopian renaissance dam during its filling using DInSAR technology and its potential acute consequences on the downstream countries","volume":"13","author":"El-Askary","year":"2021","journal-title":"Remote Sens"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0004","article-title":"High-performance seismic response analysis for mega-scale integrated underground-aboveground structure system in saturated sand","author":"JK","year":"2025","journal-title":"Fundam Res"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0005","article-title":"Deformation characteristics and control techniques at the shiziping earth core rockfill dam","volume":"142","author":"Zhang","year":"2016","journal-title":"J Geotech Geoenvironment Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0006","doi-asserted-by":"crossref","first-page":"571","DOI":"10.12989\/gae.2016.11.4.571","article-title":"Assessment of the crest cracks of the pubugou rockfill dam based on parameters back analysis","volume":"11","author":"W","year":"2016","journal-title":"Geomech Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0007","series-title":"editors. res. dev. geotech. geo-inform. remote sens.","first-page":"75","article-title":"Study of the fracturing of the kissir dam site and risks of water leakage\u2014Jijel, north-east of algeria","author":"Tekkouk","year":"2022"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0008","doi-asserted-by":"crossref","first-page":"1466","DOI":"10.1038\/s41467-025-56525-2","article-title":"Rising groundwater table due to restoration projects amplifies earthquake induced liquefaction risk in beijing","volume":"16","author":"Li","year":"2025","journal-title":"Nat Commun"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0009","doi-asserted-by":"crossref","first-page":"1815","DOI":"10.1680\/jgeot.22.00280","article-title":"Coupled peridynamics modelling of liquefaction-induced shear strain localisation and delayed failure","volume":"74","author":"Sun","year":"2024","journal-title":"G\u00e9otechnique"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0010","doi-asserted-by":"crossref","first-page":"651","DOI":"10.1061\/AJGEB6.0000178","article-title":"The slides in the San Fernando dams during the earthquake of February 9, 1971","volume":"101","author":"Seed","year":"1975","journal-title":"J Geotech Eng Div"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0011","first-page":"1","article-title":"Seismic rehabilitations of Miyun Reservoir","author":"Fu","year":"2008","journal-title":"Geotech Earthq Eng Soil Dyn IV"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0012","doi-asserted-by":"crossref","DOI":"10.1061\/(ASCE)CF.1943-5509.0000506","article-title":"Seismic analysis of the Zipingpu Concrete-faced rockfill dam response to the 2008 Wenchuan, China, Earthquake","volume":"29","author":"Liu","year":"2015","journal-title":"J Perform Constr Facil"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0013","doi-asserted-by":"crossref","first-page":"145","DOI":"10.1016\/j.soildyn.2015.03.014","article-title":"Geotechnical aspects and seismic damage of the 156-m-high Zipingpu concrete-faced rockfill dam following the Ms 8.0 Wenchuan earthquake","volume":"76","author":"Zhang","year":"2015","journal-title":"Soil Dyn Earthq Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0014","doi-asserted-by":"crossref","first-page":"927","DOI":"10.1139\/t94-108","article-title":"In situ sampling, density measurements, and testing of foundation soils at duncan dam","volume":"31","author":"Plewes","year":"1994","journal-title":"Can Geotech J"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0015","doi-asserted-by":"crossref","first-page":"282","DOI":"10.1016\/j.enggeo.2005.06.002","article-title":"Analysis of earth dams affected by the 2001 Bhuj Earthquake","volume":"80","author":"Singh","year":"2005","journal-title":"Eng Geol"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0016","doi-asserted-by":"crossref","DOI":"10.1016\/j.ijdrr.2024.104284","article-title":"Dams in the wake-up call of the 2023 T\u00fcrkiye earthquake sequence: insights from observed damages, risk assessment, and monitoring","volume":"102","author":"Hariri-Ardebili","year":"2024","journal-title":"Int J Disaster Risk Reduct"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0017","doi-asserted-by":"crossref","first-page":"667","DOI":"10.1061\/JSFEAQ.0001760","article-title":"Shear modulus and damping in soils: design equations and curves","volume":"98","author":"Hardin","year":"1972","journal-title":"J Soil Mech Found Div"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0018","series-title":"Earthquake induced deformations of earth dams","author":"Serff","year":"1976"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0019","doi-asserted-by":"crossref","first-page":"3467","DOI":"10.1007\/s11440-023-02098-7","article-title":"Development and evaluation of a practical nonlinear elastic constitutive model for rockfill dam deformation simulation based on monitoring results","volume":"19","author":"Wang","year":"2024","journal-title":"Acta Geotech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0020","doi-asserted-by":"crossref","first-page":"254","DOI":"10.1016\/j.soildyn.2013.07.006","article-title":"Formulation of a sand plasticity plane-strain model for earthquake engineering applications","volume":"53","author":"Boulanger","year":"2013","journal-title":"Soil Dyn Earthq Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0021","doi-asserted-by":"crossref","first-page":"1986","DOI":"10.1177\/87552930241243067","article-title":"Seismic capacity models for earth dams and their use in developing fragility curves","volume":"40","author":"He","year":"2024","journal-title":"Earthq Spectra"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0022","doi-asserted-by":"crossref","first-page":"554","DOI":"10.1061\/9780784413425.057","article-title":"Elasto-plastic dynamic finite element analysis of an earth-rockfill dam","volume":"240","author":"Dong","year":"2014","journal-title":"Adv Soil Dyn Found Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0023","doi-asserted-by":"crossref","first-page":"1209","DOI":"10.1002\/nag.456","article-title":"Explicit stress integration of complex soil models","volume":"29","author":"Zhao","year":"2005","journal-title":"Int J Numer Anal Methods Geomech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0024","doi-asserted-by":"crossref","DOI":"10.1016\/j.compgeo.2022.104817","article-title":"A simple stress correction method for explicit integration algorithm of elastoplastic constitutive models and its application to advanced anisotropic S-CLAY1 model","volume":"148","author":"Wang","year":"2022","journal-title":"Comput Geotech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0025","doi-asserted-by":"crossref","DOI":"10.1016\/j.compgeo.2025.107383","article-title":"Bounding surface model for cyclic clay behavior and its application in dynamic response analysis of monopile offshore wind turbines","volume":"186","author":"Chen","year":"2025","journal-title":"Comput Geotech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0026","article-title":"An NCL-dependent state parameter for constitutive modeling of clays","author":"Chen","year":"2026","journal-title":"Can Geotech J"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0027","doi-asserted-by":"crossref","DOI":"10.1002\/nag.70231","article-title":"A simple bounding surface plasticity model for overconsolidated clays: theory, validation, and numerical implementation","author":"Chen","year":"2026","journal-title":"Int J Numer Anal Methods Geomech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0028","doi-asserted-by":"crossref","DOI":"10.1016\/j.advengsoft.2020.102838","article-title":"Portable interactive visualization of large-scale simulations in geotechnical engineering using Unity3D","volume":"148","author":"Wang","year":"2020","journal-title":"Adv Eng Softw"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0029","doi-asserted-by":"crossref","first-page":"699","DOI":"10.1002\/eqe.896","article-title":"Time domain simulation of soil\u2013foundation\u2013structure interaction in non-uniform soils","volume":"38","author":"Jeremi\u0107","year":"2009","journal-title":"Earthq Eng Struct Dyn"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0030","doi-asserted-by":"crossref","first-page":"23","DOI":"10.1007\/BF02668848","article-title":"Parallel finite element modeling of earthquake ground response and liquefaction","volume":"3","author":"Lu","year":"2004","journal-title":"Earthq Eng Eng Vib"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0031","doi-asserted-by":"crossref","first-page":"64","DOI":"10.1016\/j.soildyn.2019.04.021","article-title":"A finite element analysis method for simulating seismic soil liquefaction based on a large-scale 3D soil structure model","volume":"123","author":"Kusakabe","year":"2019","journal-title":"Soil Dyn Earthq Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0032","doi-asserted-by":"crossref","first-page":"197","DOI":"10.1002\/eqe.3369","article-title":"Development of regional simulation of seismic ground-motion and induced liquefaction enhanced by GPU computing","volume":"50","author":"Kusakabe","year":"2021","journal-title":"Earthq Eng Struct Dyn"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0033","doi-asserted-by":"crossref","DOI":"10.1111\/mice.13163","article-title":"Large-scale seismic soil\u2013structure interaction analysis via efficient finite element modeling and multi-GPU parallel explicit algorithm","author":"Zhao","year":"2024","journal-title":"Comput-Aided Civ Infrastruct Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0034","doi-asserted-by":"crossref","DOI":"10.1016\/j.istruc.2024.107503","article-title":"Advanced seismic analysis of soil-foundation-structure interaction for shallow and pile foundations in saturated and dry deposits: insights from 3D parallel finite element modeling","volume":"69","author":"Asgari","year":"2024","journal-title":"Structures"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0035","doi-asserted-by":"crossref","first-page":"627","DOI":"10.1002\/nag.2557","article-title":"A fully coupled method for massively parallel simulation of hydraulically driven fractures in 3-dimensions","volume":"41","author":"Settgast","year":"2017","journal-title":"Int J Numer Anal Methods Geomech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0036","doi-asserted-by":"crossref","first-page":"2278","DOI":"10.1002\/nag.2135","article-title":"An explicitly coupled hydro-geomechanical model for simulating hydraulic fracturing in arbitrary discrete fracture networks","volume":"37","author":"Fu","year":"2013","journal-title":"Int J Numer Anal Methods Geomech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0037","doi-asserted-by":"crossref","DOI":"10.1016\/j.cma.2024.117633","article-title":"Pressure stability in explicitly coupled simulations of poromechanics with application to CO2 sequestration","volume":"435","author":"Aronson","year":"2025","journal-title":"Comput Methods Appl Mech Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0038","doi-asserted-by":"crossref","DOI":"10.1029\/2024WR039452","article-title":"Fracture network characterization and thermal performance prediction in enhanced geothermal reservoirs using covariance matrix adaptation and embedded discrete fracture model","volume":"61","author":"Zhang","year":"2025","journal-title":"Water Resour Res"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0039","doi-asserted-by":"crossref","first-page":"645","DOI":"10.1007\/s10596-024-10292-z","article-title":"Constrained pressure-temperature residual (CPTR) preconditioner performance for large-scale thermal CO2 injection simulation","volume":"28","author":"Cremon","year":"2024","journal-title":"Comput Geosci"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0040","series-title":"An introduction to parallel programming","author":"Pacheco","year":"2011"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0041","unstructured":"Karypis G., Kumar V. METIS: a software package for partitioning unstructured graphs, partitioning meshes, and computing fill-reducing orderings of sparse matrices. 1997."},{"key":"10.1016\/j.advengsoft.2026.104187_bib0042","doi-asserted-by":"crossref","DOI":"10.1016\/j.cma.2022.115653","article-title":"An asynchronous parallel explicit solver based on scaled boundary finite element method using octree meshes","volume":"401","author":"Zhang","year":"2022","journal-title":"Comput Methods Appl Mech Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0043","article-title":"High-performance dynamic solid-fluid coupled simulation method for geotechnical engineering","volume":"47","author":"Wang","year":"2025","journal-title":"Chin J Geotech Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0044","doi-asserted-by":"crossref","DOI":"10.1016\/j.soildyn.2020.106288","article-title":"Numerical analysis of LEAP centrifuge tests on sloping liquefiable ground: influence of dilatancy and post-liquefaction shear deformation","volume":"137","author":"He","year":"2020","journal-title":"Soil Dyn Earthq Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0045","series-title":"LEAP-2017: comparison of the type-B numerical simulations with centrifuge test results. in: kutter BL, manzari MT, zeghal M, editors. model tests numer. simul. liq. lateral spreading","first-page":"187","author":"Manzari","year":"2020"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0046","doi-asserted-by":"crossref","first-page":"2094","DOI":"10.1016\/j.cma.2011.02.011","article-title":"Stability and convergence of sequential methods for coupled flow and geomechanics: drained and undrained splits","volume":"200","author":"Kim","year":"2011","journal-title":"Comput Methods Appl Mech Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0047","doi-asserted-by":"crossref","first-page":"423","DOI":"10.1016\/j.jhydrol.2016.09.024","article-title":"Numerical modeling of subsidence in saturated porous media: a mass conservative method","volume":"542","author":"Asadi","year":"2016","journal-title":"J Hydrol"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0048","doi-asserted-by":"crossref","first-page":"4379","DOI":"10.1002\/2013WR015179","article-title":"Finite volume hydromechanical simulation in porous media","volume":"50","author":"Nordbotten","year":"2014","journal-title":"Water Resour Res"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0049","doi-asserted-by":"crossref","first-page":"49","DOI":"10.1016\/j.jcp.2018.03.010","article-title":"A stabilized element-based finite volume method for poroelastic problems","volume":"364","author":"Hon\u00f3rio","year":"2018","journal-title":"J Comput Phys"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0050","doi-asserted-by":"crossref","DOI":"10.1016\/j.jcp.2022.111225","article-title":"Finite volume method for coupled subsurface flow problems, II: poroelasticity","volume":"462","author":"Terekhov","year":"2022","journal-title":"J Comput Phys"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0051","doi-asserted-by":"crossref","first-page":"51","DOI":"10.3208\/sandf.37.2_51","article-title":"Moving critical and phase-transformation stress state lines of saturated sand during undrained cyclic shear","volume":"37","author":"Zhang","year":"1997","journal-title":"Soils Found"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0052","doi-asserted-by":"crossref","first-page":"69","DOI":"10.1007\/s11440-011-0150-7","article-title":"Large post-liquefaction deformation of sand, part I: physical mechanism, constitutive description and numerical algorithm","volume":"7","author":"Zhang","year":"2012","journal-title":"ACTA Geotech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0053","doi-asserted-by":"crossref","first-page":"54","DOI":"10.1016\/j.compgeo.2014.02.008","article-title":"A unified plasticity model for large post-liquefaction shear deformation of sand","volume":"59","author":"Wang","year":"2014","journal-title":"Comput Geotech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0054","doi-asserted-by":"crossref","first-page":"3","DOI":"10.1016\/j.undsp.2024.03.001","article-title":"Large post-liquefaction deformation of sand: mechanisms and modeling considering water absorption in shearing and seismic wave conditions","volume":"18","author":"Zhang","year":"2024","journal-title":"Undergr Space"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0055","series-title":"OpenSees manual","author":"McKenna","year":"2001"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0056","series-title":"Fast lagrangian analysis of continua in 3 dimensions","year":"2013"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0057","article-title":"Predictions of seismic response for sheet-pile wall in liquefiable deposit within LEAP 2022 using the CycLiq constitutive model","volume":"178","author":"Hu","year":"2024","journal-title":"Soil Dyn Earthq Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0058","doi-asserted-by":"crossref","first-page":"773","DOI":"10.1007\/s11440-016-0487-z","article-title":"Numerical analysis of the seismic inertial and kinematic effects on pile bending moment in liquefiable soils","volume":"12","author":"Wang","year":"2017","journal-title":"Acta Geotech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0059","doi-asserted-by":"crossref","first-page":"2998","DOI":"10.1002\/eqe.70013","article-title":"Liquefaction-induced damage analysis of Daikai station based on the porodynamic coupled peridynamics approach","volume":"54","author":"Sun","year":"2025","journal-title":"Earthq Eng Struct Dyn"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0060","doi-asserted-by":"crossref","DOI":"10.1016\/j.soildyn.2025.109550","article-title":"Seismic performance assessment for high CFRD on thick layered deposit considering various reinforcement measures","volume":"197","author":"Wang","year":"2025","journal-title":"Soil Dyn Earthq Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0061","first-page":"1322","article-title":"High-performance FEM-FVM solid-fluid coupled dynamic analysis method for soil liquefaction","volume":"10","author":"Wang","year":"2024","journal-title":"Jpn Geotech Soc Spec Publ"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0062","doi-asserted-by":"crossref","DOI":"10.1016\/j.soildyn.2024.108694","article-title":"Seismic response of combined piled raft foundation using advanced liquefaction model","volume":"181","author":"Maheshwari","year":"2024","journal-title":"Soil Dyn Earthq Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0063","series-title":"Vibrations of soils and foundations","author":"Richart","year":"1970"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0064","doi-asserted-by":"crossref","first-page":"123","DOI":"10.1680\/geot.1986.36.1.123","article-title":"Discussion: A state parameter for sands","volume":"36","author":"Been","year":"1986","journal-title":"G\u00e9otechnique"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0065","article-title":"Importance of liquefaction resistance and fabric anisotropy simulation capability of constitutive models for liquefiable ground seismic response analysis","volume":"150","author":"JK","year":"2022","journal-title":"Comput Geotech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0066","series-title":"Cyclic critical stress state theory of sand with its application to geotechnical problems. phd thesis","author":"Zhang","year":"1997"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0067","doi-asserted-by":"crossref","first-page":"221","DOI":"10.1016\/0045-7825(85)90061-1","article-title":"A unified approach to finite deformation elastoplastic analysis based on the use of hyperelastic constitutive equations","volume":"49","author":"Simo","year":"1985","journal-title":"Comput Methods Appl Mech Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0068","doi-asserted-by":"crossref","first-page":"214","DOI":"10.1016\/j.cma.2013.12.012","article-title":"Consistent tangent operator for cutting-plane algorithm of elasto-plasticity","volume":"272","author":"Starman","year":"2014","journal-title":"Comput Methods Appl Mech Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0069","doi-asserted-by":"crossref","DOI":"10.1016\/j.ijmecsci.2025.110499","article-title":"Refined SANISAND-F model for non-proportional loading: development and application","volume":"301","author":"Sun","year":"2025","journal-title":"Int J Mech Sci"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0070","doi-asserted-by":"crossref","DOI":"10.1016\/j.compgeo.2023.105253","article-title":"An enhanced cutting plane algorithm of elastoplastic constitutive models for geomaterials","volume":"155","author":"Zhao","year":"2023","journal-title":"Comput Geotech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0071","doi-asserted-by":"crossref","first-page":"3477","DOI":"10.1108\/EC-08-2019-0358","article-title":"Development of semi-implicit midpoint and Romberg stress integration algorithms for single hardening soil constitutive models","volume":"37","author":"Lal","year":"2020","journal-title":"Eng Comput"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0072","doi-asserted-by":"crossref","first-page":"525","DOI":"10.1002\/nag.140","article-title":"On integration of a cyclic soil plasticity model","volume":"25","author":"Manzari","year":"2001","journal-title":"Int J Numer Anal Methods Geomech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0073","doi-asserted-by":"crossref","first-page":"167","DOI":"10.1007\/BF01446807","article-title":"Ueber die numerische auflosung von differentialgleichungen","volume":"46","author":"Runge","year":"1895","journal-title":"Math Ann"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0074","doi-asserted-by":"crossref","first-page":"1586","DOI":"10.1002\/nag.875","article-title":"Explicit integration of bounding surface model for the analysis of earthquake soil liquefaction","volume":"34","author":"Andrianopoulos","year":"2010","journal-title":"Int J Numer Anal Methods Geomech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0075","doi-asserted-by":"crossref","DOI":"10.1016\/j.compgeo.2020.103841","article-title":"Finite element method algorithm for geotechnical applications based on Runge-Kutta scheme with automatic error control","volume":"128","author":"Abed","year":"2020","journal-title":"Comput Geotech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0076","doi-asserted-by":"crossref","first-page":"89","DOI":"10.1016\/0045-7949(83)90033-0","article-title":"Efficient elastic-plastic finite element analysis with higher order stress-point algorithms","volume":"17","author":"Wissmann","year":"1983","journal-title":"Comput Struct"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0077","first-page":"86","article-title":"Accuracy and efficiency of three stress integration schemes for the SANISAND-04 model","volume":"8","author":"JK","year":"2020","journal-title":"Jpn Geotech Soc Spec Publ"},{"issue":"9","key":"10.1016\/j.advengsoft.2026.104187_bib0078","doi-asserted-by":"crossref","DOI":"10.1029\/2012WR012063","article-title":"Global monitoring of large reservoir storage from satellite remote sensing","volume":"48","author":"Gao","year":"2012","journal-title":"Water Resour Res"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0079","doi-asserted-by":"crossref","first-page":"103","DOI":"10.3208\/sandf.45.5_103","article-title":"Liquefaction properties of toyoura sand in cyclic tortional shear tests under low confining stress","volume":"45","author":"Koseki","year":"2005","journal-title":"Soils Found"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0080","doi-asserted-by":"crossref","first-page":"372","DOI":"10.2183\/pjab.80.372","article-title":"Cyclic strength of imperfectly saturated sands and analysis of liquefaction","volume":"80","author":"Ishihara","year":"2004","journal-title":"Proc Jpn Acad B Phys Biol Sci"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0081","doi-asserted-by":"crossref","first-page":"32","DOI":"10.1007\/BF01448839","article-title":"\u00dcber die partiellen differenzengleichungen der mathematischen physik","volume":"100","author":"Courant","year":"1928","journal-title":"Math Ann"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0082","doi-asserted-by":"crossref","DOI":"10.1016\/j.compgeo.2024.106270","article-title":"An explicit material point and finite volume sequentially coupled method for simulating large deformation problems in saturated soil","volume":"170","author":"Li","year":"2024","journal-title":"Comput Geotech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0083","doi-asserted-by":"crossref","first-page":"5583","DOI":"10.1007\/s00366-022-01678-7","article-title":"Fully implicit, stabilised, three-field material point method for dynamic coupled problems","volume":"38","author":"Zheng","year":"2022","journal-title":"Eng Comput"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0084","doi-asserted-by":"crossref","DOI":"10.1680\/geot.1980.30.4.385","article-title":"Drained, undrained, consolidating and dynamic behaviour assumptions in soils","author":"Zienkiewicz","year":"1980","journal-title":"G\u00e9otechnique"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0085","series-title":"Validity of the single processor approach to achieving large scale computing capabilities. proc. april 18-20 1967 spring jt. comput. conf","first-page":"483","author":"Amdahl","year":"1967"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0086","series-title":"editors. model tests and numerical simulations of liquefaction and lateral spreading: LEAP-UCD-2017","author":"Kutter","year":"2020"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0087","series-title":"An investigation into the behavior of ottawa sand through monotonic and cyclic shear tests","author":"Vasko","year":"2015"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0088","doi-asserted-by":"crossref","first-page":"771","DOI":"10.1016\/j.soildyn.2016.11.015","article-title":"Numerical predictions for centrifuge model tests of a liquefiable sloping ground using a strain space multiple mechanism model based on the finite strain theory","volume":"113","author":"Ueda","year":"2018","journal-title":"Soil Dyn Earthq Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0089","doi-asserted-by":"crossref","first-page":"351","DOI":"10.1680\/geot.1993.43.3.351","article-title":"Liquefaction and flow failure during earthquakes","volume":"43","author":"Ishihara","year":"1993","journal-title":"G\u00e9otechnique"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0090","doi-asserted-by":"crossref","first-page":"421","DOI":"10.1061\/JSFEAQ.0001885","article-title":"Finite element method accuracy for wave propagation problems","volume":"99","author":"Kuhlemeyer","year":"1973","journal-title":"J Soil Mech Found Div"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0091","doi-asserted-by":"crossref","first-page":"230","DOI":"10.1016\/j.compgeo.2016.12.018","article-title":"Monitoring and numerical analysis of behaviour of Miaojiaba concrete-face rockfill dam built on river gravel foundation in China","volume":"85","author":"Wen","year":"2017","journal-title":"Comput Geotech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0092","series-title":"Soil mechanics in engineering practice. 2nd editor","author":"Terzaghi","year":"1967"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0093","doi-asserted-by":"crossref","first-page":"345","DOI":"10.1016\/j.soildyn.2017.03.020","article-title":"Safety evaluation of cored rockfill dams under high seismicity using dynamic centrifuge modeling","volume":"97","author":"Park","year":"2017","journal-title":"Soil Dyn Earthq Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0094","doi-asserted-by":"crossref","first-page":"291","DOI":"10.1016\/j.soildyn.2018.07.016","article-title":"Monotonic and cyclic simple shear response of gravel-sand mixtures","volume":"115","author":"Hubler","year":"2018","journal-title":"Soil Dyn Earthq Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0095","doi-asserted-by":"crossref","DOI":"10.1016\/j.compgeo.2020.103690","article-title":"Seismic analysis of stone column improved liquefiable ground using a plasticity model for coarse-grained soil","volume":"125","author":"Zou","year":"2020","journal-title":"Comput Geotech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0096","doi-asserted-by":"crossref","first-page":"70","DOI":"10.1016\/j.enggeo.2006.04.006","article-title":"The liquefaction of clayey soils under cyclic loading","volume":"86","author":"Gratchev","year":"2006","journal-title":"Eng Geol"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0097","doi-asserted-by":"crossref","DOI":"10.1016\/j.soildyn.2025.109392","article-title":"Strong ground motion characteristics of december 18, 2023, jishishan Ms6.2 earthquake sequence observed from a dense network of intensity meters and accelerographs","volume":"194","author":"Lyu","year":"2025","journal-title":"Soil Dyn Earthq Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0098","doi-asserted-by":"crossref","first-page":"83","DOI":"10.1007\/s11440-018-0632-y","article-title":"Seismic response of high concrete face rockfill dams subjected to non-uniform input motion","volume":"14","author":"Yao","year":"2019","journal-title":"Acta Geotech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0099","doi-asserted-by":"crossref","first-page":"445","DOI":"10.1007\/s11803-012-0135-z","article-title":"Scattering of SH waves induced by a symmetrical V-shaped canyon: a unified analytical solution","volume":"11","author":"Zhang","year":"2012","journal-title":"Earthq Eng Eng Vib"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0100","doi-asserted-by":"crossref","first-page":"859","DOI":"10.1061\/JMCEA3.0001144","article-title":"Finite dynamic model for infinite media","volume":"95","author":"Lysmer","year":"1969","journal-title":"J Eng Mech Div"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0101","doi-asserted-by":"crossref","first-page":"93","DOI":"10.1007\/s11803-006-0585-2","article-title":"3D viscous-spring artificial boundary in time domain","volume":"5","author":"Liu","year":"2006","journal-title":"Earthq Eng Eng Vib"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0102","doi-asserted-by":"crossref","first-page":"529","DOI":"10.1002\/nme.5525","article-title":"A local artificial-boundary condition for simulating transient wave radiation in fluid-saturated porous media of infinite domains","volume":"112","author":"Xu","year":"2017","journal-title":"Int J Numer Methods Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0103","doi-asserted-by":"crossref","DOI":"10.1016\/j.compgeo.2022.104631","article-title":"Rayleigh wave-shear wave coupling mechanism for large lateral deformation in level liquefiable ground","volume":"143","author":"Li","year":"2022","journal-title":"Comput Geotech"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0104","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.advengsoft.2026.104187_bib0105","series-title":"Geotechnical earthquake engineering","author":"Kramer","year":"1996"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0106","doi-asserted-by":"crossref","first-page":"369","DOI":"10.1016\/j.soildyn.2019.02.028","article-title":"Site effects in Mexico City basin: past and present","volume":"121","author":"Mayoral","year":"2019","journal-title":"Soil Dyn Earthq Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0107","doi-asserted-by":"crossref","first-page":"845","DOI":"10.1007\/s10518-023-01812-w","article-title":"Basin boundary seismic effects in mexico city southern region","volume":"22","author":"Mayoral","year":"2024","journal-title":"Bull Earthq Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0108","doi-asserted-by":"crossref","first-page":"166","DOI":"10.1007\/s12040-025-02616-z","article-title":"Effect of basin geometry in seismic wave amplification","volume":"134","author":"KP","year":"2025","journal-title":"J Earth Syst Sci"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0109","doi-asserted-by":"crossref","DOI":"10.1016\/j.soildyn.2024.108826","article-title":"Impact shaking test on excess pore pressure development and water film generation in layered sands","volume":"184","author":"Jin","year":"2024","journal-title":"Soil Dyn Earthq Eng"},{"key":"10.1016\/j.advengsoft.2026.104187_bib0110","doi-asserted-by":"crossref","first-page":"72","DOI":"10.1016\/j.soildyn.2014.06.002","article-title":"Centrifuge modeling of the seismic responses of sand deposits with an intra-silt layer","volume":"65","author":"Lee","year":"2014","journal-title":"Soil Dyn Earthq Eng"}],"container-title":["Advances in Engineering Software"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S0965997826000931?httpAccept=text\/xml","content-type":"text\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S0965997826000931?httpAccept=text\/plain","content-type":"text\/plain","content-version":"vor","intended-application":"text-mining"}],"deposited":{"date-parts":[[2026,7,4]],"date-time":"2026-07-04T06:52:38Z","timestamp":1783147958000},"score":1,"resource":{"primary":{"URL":"https:\/\/linkinghub.elsevier.com\/retrieve\/pii\/S0965997826000931"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2026,7]]},"references-count":110,"alternative-id":["S0965997826000931"],"URL":"https:\/\/doi.org\/10.1016\/j.advengsoft.2026.104187","relation":{},"ISSN":["0965-9978"],"issn-type":[{"value":"0965-9978","type":"print"}],"subject":[],"published":{"date-parts":[[2026,7]]},"assertion":[{"value":"Elsevier","name":"publisher","label":"This article is maintained by"},{"value":"High-performance elasto-plastic solid-fluid coupled seismic analysis framework for large-scale geotechnical problems: application to high earth dam on thick deposit","name":"articletitle","label":"Article Title"},{"value":"Advances in Engineering Software","name":"journaltitle","label":"Journal Title"},{"value":"https:\/\/doi.org\/10.1016\/j.advengsoft.2026.104187","name":"articlelink","label":"CrossRef DOI link to publisher maintained version"},{"value":"article","name":"content_type","label":"Content Type"},{"value":"\u00a9 2026 Elsevier Ltd. All rights are reserved, including those for text and data mining, AI training, and similar technologies.","name":"copyright","label":"Copyright"}],"article-number":"104187"}}