岩土力学2023，Vol.44Issue(7)：1891-1900,1958,11.DOI:10.16285/j.rsm.2022.1369
基于统一屈服准则超固结土的应力诱导各向异性下负荷面模型
Stress-induced anisotropic subloading surface model for overconsolidated soil based on unified yield criterion
摘要
关键词
超固结土/各向异性/统一屈服准则/下负荷面/应力积分算法Key words
overconsolidated soil/anisotropy/unified yield criterion/subloading yield surface/stress integration algorithm分类
土木建筑引用本文复制引用
王智超,彭乙芹,秦云,田英辉,罗光财..基于统一屈服准则超固结土的应力诱导各向异性下负荷面模型[J].岩土力学,2023,44(7):1891-1900,1958,11.基金项目
湖湘高层次人才聚集工程-创新团队(No.2019RS1059) （No.2019RS1059）
湖南省教育厅优秀青年项目(No.17B260) （No.17B260）
国家自然科学基金项目(No.51308485).This work was supported by the High-level Talent Gathering Project in Hunan Province(2019RS1059),the Excellent Youth Project of the Research Foundation of Education Bureau of Hunan Province(17B260)and the National Natural Science Foundation of China(51308485). （No.51308485）
