Railroad bed C group filler mainly based on calcium silicon slags and preparation method thereof
A technology of railway subgrade and silicon-calcium slag, which is applied in the field of building materials, can solve pollution and its serious problems, and achieve the effects of protecting the environment, reducing costs, and improving railway quality
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Embodiment 1
[0032]1. Prepare materials
[0033] The group C filler of the railway subgrade in this embodiment includes the following raw materials: 60 parts by weight of silicon-calcium slag, 30 parts by weight of soil, and 10 parts by weight of water.
[0034] 2. Preparation
[0035] The above raw materials were mixed and stirred evenly to prepare the railway subgrade group C filler of this embodiment.
[0036] 3. Filling
[0037] The group C filler of the railway subgrade prepared above was evenly spread on the roadbed with a paver, and pressed 6 times with a 22-ton vibratory roller at a speed of 3 km / h to complete the filling of the group C filler of the railway subgrade.
[0038] Sampling was carried out on Group C filler of the railway subgrade, and the relevant parameters were tested. The results are as follows:
[0039] 1. Boundary moisture content
[0040] Liquid limit (%): 36
[0041] Plastic limit (%): 20.3
[0042] Plastic finger: 15.7
[0043] 2. Liquid plastic limited ...
Embodiment 2
[0053] 1. Prepare materials
[0054] The railway subgrade group C filler of this embodiment includes the following raw materials: 56 parts by weight of silicon-calcium slag, 35 parts by weight of soil, 2 parts by weight of fly ash, and 7 parts by weight of water.
[0055] 2. Preparation
[0056] The above raw materials were mixed and stirred evenly to prepare the railway subgrade group C filler of this embodiment.
[0057] 3. Filling
[0058] The group C filler of the railway subgrade prepared above was evenly spread on the roadbed with a paver, and pressed 6 times with a 22-ton vibratory roller at a speed of 3 km / h to complete the filling of the group C filler of the railway subgrade.
[0059] Sampling was carried out on Group C filler of the railway subgrade, and the relevant parameters were tested. The results are as follows:
[0060] 1. Boundary moisture content
[0061] Liquid limit (%): 37.8
[0062] Plastic limit (%): 23.6
[0063] Plastic finger: 14.2
[0064] 2...
Embodiment 3
[0074] 1. Prepare materials
[0075] The railway embankment group C filler in this embodiment includes the following raw materials: 45 parts by weight of silicon-calcium slag, 40 parts by weight of soil, 4 parts by weight of desulfurized gypsum, and 11 parts by weight of water.
[0076] 2. Preparation
[0077] The above raw materials were mixed and stirred evenly to prepare the railway subgrade group C filler of this embodiment.
[0078] 3. Filling
[0079] The group C filler of the railway subgrade prepared above was evenly spread on the roadbed with a paver, and pressed 6 times with a 22-ton vibratory roller at a speed of 3 km / h to complete the filling of the group C filler of the railway subgrade.
[0080] Sampling was carried out on Group C filler of the railway subgrade, and the relevant parameters were tested. The results are as follows:
[0081] 1. Boundary moisture content
[0082] Liquid limit (%): 38.7
[0083] Plastic limit (%): 25.7
[0084] Plastic finger: 1...
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