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AN EARLY STAGE IMPROVED CONSTRUCTION METHOD OF THE DREDGED SOIL TENDER BASE USING BALLOON MAT AND OUTER LAYER IMPROVED STRUCTURE
AN EARLY STAGE IMPROVED CONSTRUCTION METHOD OF THE DREDGED SOIL TENDER BASE USING BALLOON MAT AND OUTER LAYER IMPROVED STRUCTURE
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机译:气球垫层与外层改进结构相结合的早期加固土工地基施工方法
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摘要
PURPOSE: A reforming method of soft ground of dredged soil using a balloon mat is provided to reduce a construction cost by reducing a construction period by making a construction work and traveling of construction equipment for dehydrating for reforming the soft ground conveniently and smoothly. CONSTITUTION: A reforming method of soft ground of dredged soil contains the steps of: spreading a balloon mat(2) on a surface of a ground of a base soft ground(1) as covering a non woven fabric mat(3) on the surface of the balloon mat(2), and sequentially accumulating a banking layer(5) and a sand layer(4) to be a drainage layer on an upper part of the non woven fabric mat(3). Herein, to reform the soft ground, a vertical drainage drain(7) and a horizontal drainage drain(8) are established which become the drainage drain for dehydrating of the soft ground(1) by entering a device for dehydrating. The vertical drainage drain(7) is vertically established to the depth as the soft ground(1) while the upper part of the vertical drainage drain(7) is protruded to a proper length on the upper part of the sand layer(4) that becomes the drainage layer. Hence, the horizontal drainage(8) is spread from a top soil in the sand layer(4) which becomes the drainage layer to a drainage channel(9).
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