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... Table 2. The model was set at 50 m in height and 110 m in width, and the riprap revetment with a 10 m height was set between the ocean area and the waste storage area. The ground was set until 40 m depth, and the impermeable wall was embedded into the ground. Whereas the impermeable wall constructed using the CCC method was set as illustrated in Fig. 6, the wall constructed by the conventional method was set along the slope of the embankment as shown in Fig. 4a. Additionally, the combination of the impermeable layer and an impermeable wall was set at the slope of the embankment in the disposal site constructed using the conventional method. The impermeable layer was composed of the ...

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