Cite
Undrained capacity of circular shallow foundations on two-layer clays under combined VHMT loading.
MLA
He, Pengpeng, and Tim Newson. “Undrained Capacity of Circular Shallow Foundations on Two-Layer Clays under Combined VHMT Loading.” Canadian Geotechnical Journal, vol. 59, no. 8, Aug. 2022, pp. 1523–26. EBSCOhost, https://doi.org/10.1139/cgj-2019-0814.
APA
He, P., & Newson, T. (2022). Undrained capacity of circular shallow foundations on two-layer clays under combined VHMT loading. Canadian Geotechnical Journal, 59(8), 1523–1526. https://doi.org/10.1139/cgj-2019-0814
Chicago
He, Pengpeng, and Tim Newson. 2022. “Undrained Capacity of Circular Shallow Foundations on Two-Layer Clays under Combined VHMT Loading.” Canadian Geotechnical Journal 59 (8): 1523–26. doi:10.1139/cgj-2019-0814.