Centrifuge Shaking Table Test on the Seismic Dynamics of Revetment Breakwater and a Nearby Aircraft Runway Built on Reclaimed Coral Sand Foundation

• Published in: Journal of marine science and engineering 2023-01, Vol.11 (1), p.41
• Main Authors: Zhang, Yu, He, Kunpeng, Li, Xin, Ye, Jianhong
• Format: Article
• Language: English
• Subjects: Aircraft; aircraft runway; Airports; Breakwaters; centrifuge shaking table test; Centrifuges; Comparative analysis; Comparative studies; Concrete; coral reef; Coral reefs; coral sand foundation; Corals; Dynamic stability; Dynamics; Earthquakes; Engineering; Hydrostatic pressure; Liquefaction; P-waves; Pore pressure; Pore water; Pore water pressure; Reclamation; Revetments; Runways; Sand; seismic dynamics; Seismic stability; Seismic waves; Sensors; Shake table tests; South China Sea; Stability; Water pressure
• ISSN: 2077-1312; 2077-1312
• DOI: 10.3390/jmse11010041

There are currently at least five aircraft runways built on the reclaimed coral sand foundations in the South China Sea (SCS). The seismic dynamics and stability of the revetment breakwaters and nearby aircraft runways built on reclaimed lands with coral sand in the SCS deserve attention. Taking the reclamation engineering in the SCS as the background, this study performed several centrifuge shaking table tests (N = 50 g) to explore the seismic dynamics and stability of a revetment breakwater and a nearby aircraft runway built on a reclaimed coral sand foundation. It is revealed that the revetment breakwater, aircraft runway, and their coral sand foundation have intensively responded to the excitation of seismic waves. The pore water pressure accumulates in the coral sand foundation; however, the accumulation amplitude is not significant. As a result, only soil softening, rather than liquefaction, has occurred in the coral sand foundation. The final residual subsidence of the revetment breakwater and aircraft runways are both about 0.5 mm, indicating that they are finally in a stable state. Through comparative study, it is found that the pore water pressure in the loose coral sand foundation is much easier to accumulate, and the corresponding acceleration amplification effect is also more significant. It means that a loose coral sand foundation is more detrimental to the seismic stability of the revetment breakwaters and airport runways.