Abstract
The disposal area of Tachibanawan Power Station is located on the opposite shore of the station site, in which area the volume of fill material will amount to about 2, 200 million m3 and its height about 50 meters.Large part of the material (about 1, 200 million m3), dredged from the bottom of the sea, has almost no strength, and so it is neccessary to be solidified by mixing with portland cement to filled up.in order to advance the whole constructin smoothly and reduce its cost, it is impor tant to design and build the fill keeping minimum stability.in this paper one of examples of design and quality controle method, taking account of the characteristics of the solidified soil, is reported.
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