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- W645449384 abstract "At an open-cut site for subway construction, where an exposed abutment by excavation is to be back-filled, EPS Construction Method was applied as a way of filling its back ground in order to meet demands to complete the fill work in short time and yet to prevent further settlement which may be caused by such a required quick fill. This EPS fill has two characteristics. One is its height of 9 meters and the other is installation of anchors to control buoyancy as the thickness of EPS fill below underground water level became as deep as about 4 meters after completion of restoration. When EPS fill is carried out, joint gauges, earth pressure gauges, and stress gauges were set up to monitor behavior of EPS fill, the result of which will be introduced in this paper together with the outline of EPS method. For the covering abstract see ITRD E109968." @default.
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- W645449384 date "1996-01-01" @default.
- W645449384 modified "2023-09-27" @default.
- W645449384 title "APPLICATION OF EPS CONSTRUCTION METHOD TO A LEVEL JOINT ON ABUTMENT" @default.
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