Srinivas Vivek Bokkisa , Jorge Macedo , Pedro Arduino
{"title":"On the integration of an ACST-based bounding surface model","authors":"Srinivas Vivek Bokkisa , Jorge Macedo , Pedro Arduino","doi":"10.1016/j.compgeo.2026.107911","DOIUrl":null,"url":null,"abstract":"<div><div>Anisotropic critical state theory (ACST) provides a framework for incorporating fabric effects in constitutive models. However, most previous efforts have focused on constitutive aspects with comparatively limited attention to numerical implementations. This study presents a comprehensive assessment of explicit and implicit implementations of the ACST-based bounding surface model, SANISAND-F. Assessments are conducted in terms of stability, accuracy, computational efficiency, and both local and global performance.</div><div>In the implicit implementation, the critical importance of accurate gradient calculations is highlighted, introducing a verification procedure that enables quadratic convergence. The explicit and implicit implementations exhibit stability, producing smooth and bounded responses across a wide range of strain increments and numerical tolerances. However, their accuracy differs significantly. The implicit implementation is sensitive to the initial loading state, strain increment, and loading direction, showing minor dependence on the solver tolerance. In contrast, the explicit implementation is influenced by both strain increment and substepping tolerance, and at practical tolerance and strain increment levels, it often outperforms the implicit scheme in accuracy. Regarding efficiency, the explicit implementation proves more efficient at the local integration level. However, at the global level, the implicit implementation with the consistent tangent exhibits a faster rate of convergence in global equilibrium iterations. Nonetheless, the overall computational cost at the global level is not definitive when comparing explicit and implicit schemes; it varies with simulations and loading-specific parameters, as demonstrated through the included boundary-value problems.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"193 ","pages":"Article 107911"},"PeriodicalIF":7.1000,"publicationDate":"2026-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers and Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0266352X26000170","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2026/1/27 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
引用次数: 0
Abstract
Anisotropic critical state theory (ACST) provides a framework for incorporating fabric effects in constitutive models. However, most previous efforts have focused on constitutive aspects with comparatively limited attention to numerical implementations. This study presents a comprehensive assessment of explicit and implicit implementations of the ACST-based bounding surface model, SANISAND-F. Assessments are conducted in terms of stability, accuracy, computational efficiency, and both local and global performance.
In the implicit implementation, the critical importance of accurate gradient calculations is highlighted, introducing a verification procedure that enables quadratic convergence. The explicit and implicit implementations exhibit stability, producing smooth and bounded responses across a wide range of strain increments and numerical tolerances. However, their accuracy differs significantly. The implicit implementation is sensitive to the initial loading state, strain increment, and loading direction, showing minor dependence on the solver tolerance. In contrast, the explicit implementation is influenced by both strain increment and substepping tolerance, and at practical tolerance and strain increment levels, it often outperforms the implicit scheme in accuracy. Regarding efficiency, the explicit implementation proves more efficient at the local integration level. However, at the global level, the implicit implementation with the consistent tangent exhibits a faster rate of convergence in global equilibrium iterations. Nonetheless, the overall computational cost at the global level is not definitive when comparing explicit and implicit schemes; it varies with simulations and loading-specific parameters, as demonstrated through the included boundary-value problems.
期刊介绍:
The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.