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[2] Liang JY, Ma C, Su YH, Lu DC, Du XL. A nonorthogonal elastoplastic model for overconsolidated clay. Int J Geomech. 2025, 25(2): 4024345.

[3] Wang GS, Li ZH, Liang JY*, Lu DC, Du XL. A state-dependent non-orthogonal elastoplastic constitutive model for sand. Comput Geotech. 2024, 166: 105960.

[4] Liang JY, Lu DC, Du XL, Ma C, Gao ZW, Han JY. A 3D non-orthogonal elastoplastic constitutive model for transversely isotropic soil. Acta Geotech. 2022, 17: 19-36.

[5] Liang JY, Ma C, Su YH, Lu DC, Du XL. A failure criterion incorporating the effect of depositional angle for transversely isotropic soils. Comput Geotech. 2022, 148: 104812.

[6] Liang JY, Shen WT, Lu DC, Qi JL. A three-stage strength criterion for frozen soils. Cold Reg Sci Technol. 2022, 201: 103597.

[7] Liang JY, Lu DC, Du XL, Wu W, Ma C. Non-orthogonal elastoplastic constitutive model for sand with dilatancy. Comput Geotech. 2020, 118: 103329.

[8] Liang JY, Lu DC, Zhou X, Du XL, Wu W. Non-orthogonal elastoplastic constitutive model with the critical state for clay. Comput Geotech. 2019, 116: 103200.

[9] Lu DC, Liang JY, Du XL, Ma C, Gao ZW. Fractional elastoplastic constitutive model for soils based on a novel 3D fractional plastic flow rule. Comput Geotech. 2019, 105: 277-290.

[10] Lu DC, Liang JY, Du XL, Wang GS, Shire T. A novel transversely isotropic strength criterion for soils based on a mobilised plane approach. Geotechnique. 2019, 69(3): 234-250.

[11] 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. 岩土工程学报. 2024, 46(9): 1889-1898.

[12] 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. 冰川冻土. 2024, 46(1): 235-246.

[13] 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. 工程力学. 2023, 40(10): 169-178.

[14] 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. 岩土力学. 2023, 44(4): 1065-1074.

[15] 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. 岩土工程学报. 2019, 41(3): 581-587.