New construction method of postposition drainage reinforced belt for governing tailing fill dam
A technology for tailings accumulation dams and reinforced belts, which is applied in infrastructure engineering, excavation, construction, etc., can solve the problems of low stability and safety factor of the dam body, poor drainage and reinforcement effect, and large material consumption, etc. The effect of safety factors, reduction of ecological and environmental damage, and simplification of construction procedures
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Embodiment 1
[0022] according to figure 1 , shown in Fig. 2a, b, c, d, a kind of post-drainage reinforcement belt controls the new construction method of tailings accumulation dam, the first kind of implementation mode steps are as follows:
[0023] (1) According to the particle composition of the tailings, determine the vertical and horizontal spacing of the construction of the seepage reinforcement belt 1; generally 1.0 to 5.0m, take a small value when the particles are fine, and take a large value when the particles are thick; the construction example of the drainage reinforcement belt 1 is detailed See attached drawing 2, in the figure 7—the outer layer of permeable geotextile with drainage reinforcement, 8—the inner water collection core board with drainage reinforcement, 9—the drainage reinforcement with linear or grid-shaped reinforcement body;
[0024] (2) Use the horizontal inserting machine 2 to insert at an elevation angle of 3°-10° on the side of the dam body 3, which not only...
Embodiment 2
[0031] according to figure 1 , shown in Fig. 2a, b, c, d, the second embodiment steps are as follows:
[0032] (8) Complete the setting of the horizontal drainage reinforcement body 6 according to steps (1) to (7);
[0033] (9) Insert the seepage body vertically on the top of the tailings dam by using the inserting machine, the vertical and horizontal distances are 1.0-3.0m, and the insertion depth is overlapped with the horizontal seepage reinforcement body according to the design requirements;
[0034] (10) Form the combined effect of the horizontal seepage drainage reinforcement body and the vertical seepage drainage body to form a three-dimensional drainage and reinforcement system for tailings dam reinforcement.
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