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For floating structures in deep sea, tout mooring is used rather than conventional catenary mooring, together with high holding anchors such as a plate like vertical loaded anchor or a suction pile and so on. While these anchors are deeply installed under sea bed, friction or adhesion and earth pressure act on a ground line laid under the sea bed. As a result, the attitude and tension induced in the buried ground line may be influenced. It becomes more important in mooring design, deeper an anchor is installed. So, we proposed a mooring design method for the line from an anchor undergrounded in clay or sand stratum to a floating unit. The paper describes the effects of soil strength, submerged weight of the line and mooring positions on the shape and tension distribution of the line quantitatively.

EFFCTS OF SEA BED SOIL STRENGTH ON THE ATTITUDE AND TENSION DISTRIBUTION OF A MOORING LINE CONNECTED TO A DEEPLY BURIED ANCHOR