Testing the earthquake damage and vulnerability of the Cherichira aqueduct bridge, Kairouan (Tunisia) with discrete element modeling

Abstract

The Cherichira aqueduct, originating from Roman times, supplied the city of Kairouan, Tunisia, with water and has had alternating phases of damage and repair after the Roman and during the Aghlabid and Fatimid era. A crucial section of the lifeline is the Cherichira aqueduct bridge (CAB), and scholars have discussed the possibility that earthquake ground motions caused damage which disrupted the water supply of Kairouan. However, little was known about the dynamic behavior of the bridge and its vulnerability to earthquake ground motions. Computer-aided design based on a detailed laser scan model of the remains of the bridge and published data were used to reconstruct the CAB of the Aghlabid period. Subsequently converted into a discrete element model, the digital version of the CAB was subjected to analytic ground motion signals and full 3D simulations of local earthquakes. The CAB model shows a fundamental eigenfrequency close to 1 Hz in the direction transverse to its trend, and single-component ground motions in this direction with peak particle velocities above 1.0 m/s cause damage to the top of the CAB. Among the earthquake scenarios with full 3D ground motions applied, only the activation of a nearby thrust fault caused distinct damage. While fractures in the ruins of the CAB cutting through the upper part of the bridge which includes the water canal are a likely cause for disrupting the water flow and are similar to the damage pattern produced in the model calculations, a solely seismogenic cause of the total collapse of some parts of the CAB cannot be verified by the simulations.