Mechanism of Subsidence - Technologies for Offshore Airports(2) -

Kansai International Airport, the world’s first marine airport consisting of a fully artificial island, built on a unique geologic formation, has attracted significant attention due to its subsidence phenomenon since its opening. Here, we will explain the mechanism of the subsidence phenomenon.

Mechanism of Settlement Generation

The clay contains more water than expected, with alluvial clay having about 70% of its volume as water and diluvial clay containing approximately 40% water. The weight of the reclaimed soil squeezes water out of this clay layer on the seafloor, causing subsidence. This is the same principle as the phenomenon where the volume of a sponge decreases when pressed while it contains water. The weight of the airport island pushes water out of the clay, which causes the ground to sink.
Clay has the property of being impermeable to water, so this subsidence phenomenon takes a long period of time, ranging from several decades to hundreds of years. This process is called "consolidation," during which the clay gradually becomes firmer as water is expelled, eventually reaching a point where it can support the weight of the island, and the subsidence stops.
Additionally, along with the subsidence of the seabed, the fill material itself is compressed under its own weight, causing the total amount of subsidence at the surface of the airport island to result from the combined effects of both.

A three-stage diagram explaining how clay settles. Before subsidence begins, the clay is soft and filled with soil particles and water. During the sinking stage, the weight pushes out the water from the soil, causing the clay to gradually harden and sink. Eventually, the water will drain out, the soil particles will stick together, and the ground will become solid, making the subsidence complete.

How the clay settles down

Weight of the Airport Island and Its Effect on the Ground

Clay becomes hard like cement over a long period of time. Since diluvial deposits are ancient and compacted, significant subsidence does not occur under the weight of typical coastal reclamation soil. However, due to the deep offshore reclamation required for the airport island, a large amount of fill material was needed, making it heavy, and it was anticipated that subsidence would exceed the hardness of the diluvial clay. For more information, see the graph in "Weight and Sinking of the Airport Island."

A bar graph comparing the weight of the airport islands in terms of the number of adults that would be on the palm of your hand. While the weight exerted by conventional landfill site is equivalent to five people (30 tf/m²), the weight of the first island is equivalent to eight people (45 tf/m²) and the weight of the second island is equivalent to nine people (55 tf/m²).

Weight Comparison of Reclamation Lands