Spatial Breach Analysis due to Overtopping Flow Depending on the Degree of Compaction for Noncohesive Embankments.

MLA

Ahn, Myeonghui, et al. “Spatial Breach Analysis Due to Overtopping Flow Depending on the Degree of Compaction for Noncohesive Embankments.” KSCE Journal of Civil Engineering, vol. 26, no. 3, Mar. 2022, pp. 1132–43. EBSCOhost, https://doi.org/10.1007/s12205-021-0820-4.

APA

Ahn, M., Bae, I., & Ji, U. (2022). Spatial Breach Analysis due to Overtopping Flow Depending on the Degree of Compaction for Noncohesive Embankments. KSCE Journal of Civil Engineering, 26(3), 1132–1143. https://doi.org/10.1007/s12205-021-0820-4

Chicago

Ahn, Myeonghui, Inhyeok Bae, and Un Ji. 2022. “Spatial Breach Analysis Due to Overtopping Flow Depending on the Degree of Compaction for Noncohesive Embankments.” KSCE Journal of Civil Engineering 26 (3): 1132–43. doi:10.1007/s12205-021-0820-4.