Developing Around Underground Structures

Association of Construction and Development
February 1, 2013 — 1,360 views  

The seismic activity of underground structures that are enclosed in rock and soil varies quite distinctively from those of surface structures. Numerous considerations are observed in relation to the seismic activity of the structures that are underground.

• Surface structures undergo damage than structures underground.

• If an underground building is constructed in rock it is going to receive less damage than those structures built in soils.

• Problems arise at or in close proximity to a tunnel portal because of the unstable slope.

• If a tunnel is near, the motion of the ground may be augmented. This has been found to be the case if wavelengths are somewhere in the range of one to four times the diameter of the tunnel.

• There has been a question as to why rocks are affected by a nearby spalling. Studies show that high-frequency movement may be the cause. These frequencies which very quickly decrease the distance might be forthcoming most especially at short distances of a causative fault.

• Damage from seismic issues could be affected by may be related to peak ground velocity which has increased because of the extent and distance from the epicenter of the earthquake’s influence.

• The length of time there is shaking—especially movement that is very strong—is a direct factor in seismic issues and resulting fatigue that can cause failure of the underground structure and consequently do great damage.

• A tunnel that is built in rock and is unlined is not as safe as a tunnel that is lined and been grouted. If the ground is stabilized near the tunnel shaking disrepair can be lessened. This stabilization is done by rehabilitating the contact with a method of grouting the ground around the area and the lining of the tunnel.

• A symmetric load improves interaction of the ground-lining and increases the stability of the tunnel. A tunnel that is shallow can be made to be more stable and safe when backfilling measures are taken to stabilize rocks.

In 1995 in Japan the Daikai subway station failed during the Hyogoken-Nambu Earthquake. It had not been designed with the precise seismic compliance that would take place now in the 21st Century. The ceiling slab collapsed as well as the columns that made up the center of the station. Reinforced portions cracked or completely broke down. The significance of displacement is very different on surface structures than it is on underground structures.

Association of Construction and Development