(1) Guofang Xu, Jilin Qi, Huijun Jin, 2010. Model test study on influence of freezing and thawing on the crude oil pipeline in cold regions. Cold Regions Science and Technology, 64 (3): 262–270.
(2) Guofang Xu, Wei Wu, Jilin Qi, 2016. Modeling the viscous behavior of frozen soil with hypoplasticity. International Journal for Numerical and Analytical Methods in Geomechanics, 40 (15): 2061–2075.
(3) Guofang Xu, Wei Wu, Jilin Qi, 2016. An extended hypoplastic constitutive model for frozen sand. Soils and Foundations, 56 (4): 704–711.
(4) Guofang Xu, Chong Peng, Wei Wu, Jilin Qi, 2017. Combined constitutive model for creep and steady flow rate of frozen soil in an unconfined condition. Canadian Geotechnical Journal, 54(7): 907–914.
(5) Guofang Xu, Wei Wu, Jilin Qi, 2017. A triaxial creep model for frozen soil based on hypoplasticity. European Journal of Environmental and Civil Engineering. DOI: 10.1080/19648189.2017.1344145.
(6) Guofang Xu, Wei Wu, Jilin Qi, et al., 2018. A visco-hypoplastic constitutive model and its implementation. Springer Series in Geomechanics and Geoengineering, 94–97.
(7) Guofang Xu, Lingwei Kong, Yiming Liu, et al., 2018. Advance in the constitutive modelling for frozen soils. Springer Series in Geomechanics and Geoengineering, 98–102.
(8) Guofang Xu, Wei Wu, Lingwei Kong, Jilin Qi, 2018. Hypoplastic modeling the mechanical behavior of frozen soil in stress path testing. International Journal of Geomechanics-ASCE, 18(6): 04018049.
(9) Guofang Xu, Jilin Qi, Wei Wu, 2019. Temperature effect on the compressive strength of frozen soils: a review. Springer Series in Geomechanics and Geoengineering, 2019, 227–236.
(10) 张 遂, 匡 航, 靳占英, 徐国方*, 2020. 高含水量冻粉黏土应力–应变曲线特性的试验研究. 水文地质工程地质, 47(5): 116–124.
