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Many water front structures were heavily damaged during the 1995 HyogokenNanbu earthquake. Shaking table tests were performed in order to understand the mechanism of deformation in the reclaimed ground and to evaluate the potential of geo-synthetic reinforced caisson type quay wall. The conclusions obtained from this study are as follows: 1) while the acceleration is small, the geo-synthetics reinforcement restrains liquefaction-induced displacement. 2) By reinforcing the backfill ground in such a way that it is surrounded by geosynthetics and caisson, the movement of the caisson can be reduced effectively.

Consideration of Geosynthetics-Reinforcing Effect on Restraint of Liquefaction-Induced Damage to Caisson Type Quay Wall