Abstract
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.
Original language | English |
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Pages (from-to) | 430-437 |
Number of pages | 8 |
Journal | Proceedings of the National Science Council, Republic of China, Part A: Physical Science and Engineering |
Volume | 19 |
Issue number | 5 |
Publication status | Published - 1995 Sept 1 |
All Science Journal Classification (ASJC) codes
- General Engineering