Cite
Failure process of saturated granite residual soil slope: a 3D viscoelastic-plastic finite element modeling approach with nonstationary parameter creep.
MLA
Xu, Jiancong. “Failure Process of Saturated Granite Residual Soil Slope: A 3D Viscoelastic-Plastic Finite Element Modeling Approach with Nonstationary Parameter Creep.” Bulletin of Engineering Geology & the Environment, vol. 82, no. 7, July 2023, pp. 1–16. EBSCOhost, https://doi.org/10.1007/s10064-023-03298-x.
APA
Xu, J. (2023). Failure process of saturated granite residual soil slope: a 3D viscoelastic-plastic finite element modeling approach with nonstationary parameter creep. Bulletin of Engineering Geology & the Environment, 82(7), 1–16. https://doi.org/10.1007/s10064-023-03298-x
Chicago
Xu, Jiancong. 2023. “Failure Process of Saturated Granite Residual Soil Slope: A 3D Viscoelastic-Plastic Finite Element Modeling Approach with Nonstationary Parameter Creep.” Bulletin of Engineering Geology & the Environment 82 (7): 1–16. doi:10.1007/s10064-023-03298-x.