This paper describes design and construction of geosynthetics multi-liner system in a controlled sea-based disposal site constructed on the permeable ground. In design of the liner system to resist uplift pressure, the external forces due to ocean wave and tidal effect were evaluated by model tests and numerical analyses. The liners were sank and placed to the slope and bottom of the disposal site. The effective execution methods were to bond three layers of a sheet and mats and to joint them as wide and long as possible in the yard on land.
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