Cite
The use of a nonlocal critical state model in modelling triaxial and plane strain tests on overconsolidated clays.
MLA
Cui, Wenjie, et al. “The Use of a Nonlocal Critical State Model in Modelling Triaxial and Plane Strain Tests on Overconsolidated Clays.” Computers & Geotechnics, vol. 173, Sept. 2024, p. N.PAG. EBSCOhost, https://doi.org/10.1016/j.compgeo.2024.106526.
APA
Cui, W., Wu, X., Potts, D. M., Wei, R., Jing, H., Zdravkovic, L., & Yao, Y. (2024). The use of a nonlocal critical state model in modelling triaxial and plane strain tests on overconsolidated clays. Computers & Geotechnics, 173, N.PAG. https://doi.org/10.1016/j.compgeo.2024.106526
Chicago
Cui, Wenjie, Xiaotian Wu, David M. Potts, Ran Wei, Haitao Jing, Lidija Zdravkovic, and Yangping Yao. 2024. “The Use of a Nonlocal Critical State Model in Modelling Triaxial and Plane Strain Tests on Overconsolidated Clays.” Computers & Geotechnics 173 (September): N.PAG. doi:10.1016/j.compgeo.2024.106526.