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 [2] Liang Jing Yu, Shen Wan Tao, Lu De Chun, Qi Ji Lin. A three-stage strength criterion for frozen soils[J]. Cold Regions Science and Technology. 2022, 201: 103597.

 [3] Liang Jing Yu, Ma Chao, Su Yu Heng, Lu De Chun, Du Xiu Li. A failure criterion incorporating the effect of depositional angle for transversely isotropic soils[J]. Computers and Geotechnics. 2022, 148: 104812.

 [4] Liang Jing Yu, Lu De Chun, Du Xiu Li, Wu Wei, Ma Chao. Non-orthogonal elastoplastic constitutive model for sand with dilatancy[J]. Computers and Geotechnics. 2020, 118(103329): 1-11.

 [5] Liang Jing Yu, Lu De Chun, Zhou Xin, Du Xiu Li, Wu Wei. Non-orthogonal elastoplastic constitutive model with the critical state for clay[J]. Computers and Geotechnics. 2019, 116(103200): 1-9.

 [6] Lu De Chun, Liang Jing Yu, Du Xiu Li, Ma Chao, Gao Zhi Wei. Fractional elastoplastic constitutive model for soils based on a novel 3D fractional plastic flow rule[J]. Computers and Geotechnics. 2019, 105: 277-290.

 [7] Lu De Chun, Liang Jing Yu, Du Xiu Li, Wang Guo Sheng, Shire Tom. A novel transversely isotropic strength criterion for soils based on a mobilised plane approach[J]. Géotechnique. 2019, 69(3): 234-250.

 [8] 梁靖宇，齐吉琳，张跃东，路德春，李昊雯. 考虑温度与围压影响的冻结砂土非正交弹塑性本构模型[J]. 岩土工程学报. 2024.

 [9] 梁靖宇，张跃东，路德春. 基于GA-PSO算法的冻土本构模型参数识别[J]. 冰川冻土. 2024, 46(01): 235-246.

 [10] 梁靖宇，路德春，沈万涛，齐吉琳. 考虑围压效应的冻土三阶段强度准则[J]. 工程力学. 2023, 40(10): 169-178.

 [11] 梁靖宇，沈万涛，路德春，齐吉琳. 考虑沉积角影响的冻结砂土单轴压缩试验研究[J]. 岩土力学. 2023, 44 (4): 1065-1074.

 [12] 梁靖宇，杜修力，路德春，韩佳月. 特征应力空间中土的分数阶临界状态模型[J]. 岩土工程学报. 2019, 41(3): 581-587.