Cite
The undrained vertical and horizontal bearing capacity of internal skirted foundation in clay.
MLA
Jiang, Chong, et al. “The Undrained Vertical and Horizontal Bearing Capacity of Internal Skirted Foundation in Clay.” European Journal of Environmental & Civil Engineering, vol. 24, no. 9, Aug. 2020, pp. 1302–19. EBSCOhost, https://doi.org/10.1080/19648189.2018.1463296.
APA
Jiang, C., Lin, L., Li, C., Li, T.-B., & He, J. (2020). The undrained vertical and horizontal bearing capacity of internal skirted foundation in clay. European Journal of Environmental & Civil Engineering, 24(9), 1302–1319. https://doi.org/10.1080/19648189.2018.1463296
Chicago
Jiang, Chong, Liu Lin, Chen Li, Tian-Bin Li, and Jiali He. 2020. “The Undrained Vertical and Horizontal Bearing Capacity of Internal Skirted Foundation in Clay.” European Journal of Environmental & Civil Engineering 24 (9): 1302–19. doi:10.1080/19648189.2018.1463296.