土木構造物遭受液化引致側向滑移的受震反應及模擬-子計畫:基盤土壤液化引致的側潰對上方土堤的影響及其改善對策(I)

Status	Finished
Effective start/end date	1/08/15 → 31/07/16

Effect of soil particle size on seismic response of gentle slope by centrifuge shaking table test
Hung, W. Y., Liang, Y. C., Huang, J. X. & Pham, T. N. P., 2020.
Research output: Contribution to conference › Paper › peer-review
Study of the effects of container boundary and slope on soil liquefaction by centrifuge modeling
Hung, W. Y., Lee, C. J. & Hu, L. M., Oct 2018, In: Soil Dynamics and Earthquake Engineering. 113, p. 682-697 16 p.
Research output: Contribution to journal › Article › peer-review
11 Scopus citations

Project Details