The purpose of this study was to investigate the characteristics of the oscillatory pore pressure and deformation of a sandy seabed under wave-induced loadings. The model test was performed and the behaviors of the model seabed were observed to clarify the mechanism of the seabed liquefaction and compaction. A semi-empirical analysis for estimating the penetration depth of the seabed is proposed on the basis of the results obtained from the test. A comparison between the penetration depth of the seabed liquefaction obtained from semi-empirical analysis and that obtained from field measurement is also presented.
|頁（從 - 到）||430-437|
|期刊||Proceedings of the National Science Council, Republic of China, Part A: Physical Science and Engineering|
|出版狀態||Published - 1995 九月 1|
All Science Journal Classification (ASJC) codes
- 工程 (全部)