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Therefore, gravitytype of anchorage and the construction method of the anchorage using by cylindrical concrete diaphragm wall of 68m in diameter and 353m in depth are adopted The diaphragm wall has the thickness of 14m and the tip of the walls are inserted into soft rock 40m in depth to establish the fixed condition of wall. _% %i b _ X 8 Z >&. N 8 5 º.
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