FIELD: hydraulic engineering. SUBSTANCE: mooring structure on weak ground has face wall interconnected to anchor unit. Centers of cross sections of fasteners form nodes of regular net. Column-type members have intervals between the nodes. Area of each cell formed by the centers of cross sections of the wedge-type members satisfy conditions that the weight of soil bulk do not exceed five- fold magnitude of total force coupling the ground with the lateral surfaces of the above column-type members. Ground is excavated in front of face wall on the side of water area. EFFECT: higher efficiency. 21 cl, 6 dwg
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MOORING STRUCURE ON WEAK SOIL | 0 |
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METHOD FOR CONSTRUCTING A ROAD ACROSS A STREAM FLOW ON THE PERMAFROST GROUND | 1992 |
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Authors
Dates
1996-12-10—Published
1995-12-07—Filed