Sludge three-dimensional electroosmosis drainage reinforcement method based on electric geotextile complex

A sludge three-dimensional electroosmosis drainage reinforcing method based on an electric geotextile complex, comprising:

• (1) constructing the electric geotextile complex, wherein the electric geotextile complex is a complex with a three-layer structure, an upper layer and a lower layer are electric geotextiles formed by fibers and conductive materials interweaved with each other, and a middle layer is a flexible drainage plate;
• a proportion of the conductive materials in the electric geotextiles is no less than 5% by mass;
• a drainage channel is arranged inside the flexible drainage plate, and a drainage hole is arranged on a surface of the flexible drainage plate, and the three layers are flexibly overlapped and fixed;
• the drainage hole on the surface of the flexible drainage plate is used for collecting water discharged from surrounding sludge, and an internal drainage channel is used to horizontally discharge the water in the sludge into a drainage ditch;
• (2) during construction, paving a layer of the electric geotextile complex at a bottom of a site, spreading or hydraulically filling the sludge on the geotextile complex, then covering a new layer of the electric geotextile complex, arranging drainage ditches on both sides of the upper geotextile complex, and inserting vertical flexible conductive tubes on both sides of the geotextile complex to complete paving of a first layer;
• (3) connecting the upper geotextile complex of the first layer to a cathode of a power supply, and connecting the lower geotextile complex to an anode of the power supply;
• powering on to start electroosmosis and collecting discharged water by the drainage ditches on both sides;
• (4) after electroosmosis of the first layer is completed, paving another layer of sludge on the electric geotextile complex, and then covering a new layer of the electric geotextile complex on the top of the sludge;
• arranging drainage ditches on both sides of the upper geotextile complex, and inserting vertical flexible conductive tubes on both sides of the geotextile complex to be connected with the vertical flexible conductive tubes that is inserted into the sludge in the first layer to complete paving of a second layer;
• connecting the upper geotextile complex of the second layer to the cathode of the power supply, and connecting the lower geotextile complex to the anode of the power supply;
• powering on to start electroosmosis and collecting discharged water by the drainage ditches on both sides;
• repeating the above process, and paving the sludge layer by layer for electroosmosis;
• (5) after loading of a plurality of layers of the sludge is completed, connecting all conductive tubes on one side to the anode of the power supply and all conductive tubes on the other side to the cathode of the power supply, so as to implement a horizontal integral electroosmosis drainage reinforcement, and collecting discharged water by the drainage ditch on a cathode side;
• wherein each layer is firstly subjected to electroosmosis drainage in a vertical direction, and finally subjected to integral electroosmosis reinforcement in a horizontal direction;
• when electroosmosis drainage is carried out, an increasing preloading pressure on an upper part will have a consolidation drainage action on the sludge in a lower layer, and at the same time increase a constraining force on each layer of the geotextile complex, thus enhancing the reinforcement effect of the geotextile complex on the soil body;
• after completing one time of horizontal electroosmotic drainage reinforcement, the cathode and the anode are exchanged, and the electroosmotic drainage reinforcement in an opposite direction is started, so that the effect of water content reduction in the sludge is balanced, and the overall drainage effect is improved.