Pore distribution index based cushion material grading design optimization method for cold regions
A pore distribution, cold area technology, applied in dams, barrages, weirs, etc., can solve the problems of uneven deformation and cracking of face-face dams, affecting the stability of the dam body, etc. The effect of frost heave deformation is small
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Embodiment 1
[0052] Such as Figure 1-7 As shown, the cushion material gradation design optimization method based on the pore distribution index in the cold region is characterized in that it includes the following steps:
[0053] S01, determination of rolling density:
[0054] Such as figure 1 Shown is the position of the cushion material in the face dam, and its relative density requirements, the design code for concrete face rockfill dams require more than 0.75.
[0055] Such as figure 2 As shown, the law obtained from the frost heave test under the condition of freeze-thaw cycle is: the greater the relative density of the cushion material, the greater the frost heave deformation. In order to make the cushion material have a high relative density without causing large frost heave deformation, it is recommended that the relative density range of the cushion material be designed as 0.75-0.80.
[0056] S02, cosmid replacement method:
[0057] Such as image 3As shown, for the requir...
Embodiment 2
[0070] Such as Figure 1-7 As shown, the cushion material gradation design optimization method based on the pore distribution index in cold regions, preferably, the rolling density of the cushion material is designed to be 0.80; , the content of the fine sand group is 8.75%, and other gradations are the same as Sherard gradation; the pore distribution index of each group of gradations in the cushion material is -6.2; the face dam made according to the above parameters can be formed at one time. There is no need for repeated debugging, which reduces the number of experiments. Under the condition of not affecting the permeability, the deformation of the dam body is small during frost heaving. The internal seepage stability of the dam body is good, low compressibility, high shear strength, and the service life of the face dam is long.
Embodiment 3
[0072] Such as Figure 1-7 As shown, the cushion material gradation design optimization method based on the pore distribution index in cold regions, preferably, the rolling density of the cushion material is designed to be 0.78; , the content of the fine sand group is 4%, and other gradations are the same as Sherard gradation; the pore distribution index of each group of gradations in the cushion material is -6.25; the face dam made according to the above parameters is formed at one time. There is no need for repeated debugging, which reduces the number of experiments. Under the condition of not affecting the permeability, the deformation of the dam body is small during frost heaving. The internal seepage stability of the dam body is good, low compressibility, high shear strength, and the service life of the face dam is long.
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