Inorganic modifier for historical site soil
A technology of inorganic modifier and site soil, applied in the field of inorganic modifier and modifier, can solve the problems of short effective protection time, poor aging resistance, difficult to meet design requirements, etc. The effect of prolonged service life and rich source of raw materials
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Embodiment 1
[0037] The inorganic modifier of the ruins soil of the present embodiment is made up of the following raw materials in parts by weight: illite clay 30%, slaked lime 35%, water glass 14%, fly ash 20%, calcium lignosulfonate 1 %.
[0038] The above-mentioned raw materials are stirred and mixed evenly to prepare the inorganic modifier for the soil of the ancient ruins.
[0039] The above-mentioned inorganic modified soil was mixed into the sand in the area of the Great Wall soil site in Jiayuguan, Gansu, with an amount of 10%, stirred evenly by a forced mixer, and the water-cement ratio was about 0.15, and rammed into shape, under standard conditions (temperature 20±3°C , Humidity over 90%) for 28 days, the performance test of the sample (test method according to the provisions of GB / T2542-2003 and SL237-1999), the performance test results are: flexural strength 0.52MPa, compressive strength 2.96MPa, The disintegration rate is 0.1-0.3g / min. After soaking in water for 1 hour, t...
Embodiment 2
[0043]The inorganic modifier of the ruins soil of the present embodiment is made up of the following raw materials in parts by weight: montmorillonite 40%, slaked lime 30%, water glass 6%, silica fume 22%, calcium lignosulfonate 2% .
[0044] The above-mentioned inorganic modified soil was mixed into the sandy soil in the area of the Great Wall soil site in Jiayuguan, Gansu, with an amount of 10%, and the same sample preparation method and test method as in Example 1 were adopted. The performance test results were: flexural strength 0.61MPa, The compressive strength is 2.88MPa, and the disintegration rate is 0.1-0.2g / min. After soaking in water for 1 hour, the mass tends to be constant, and almost no disintegration occurs. After 20 freeze-thaw cycles, the mass loss of the specimen is 2.9%, and the strength loss is 9.1%.
Embodiment 3
[0046] The inorganic modifier of the relic soil of the present embodiment is composed of the following raw materials in parts by weight: montmorillonite 40%, slaked lime 30%, water glass 6%, fly ash 7%, silica fume 7%, weight 7% calcium carbonate, 3% calcium lignosulfonate.
[0047] The above-mentioned inorganic modified soil was mixed into the sandy soil in the area of the Great Wall soil site in Jiayuguan, Gansu, with an amount of 10%, and the same sample preparation method and test method as in Example 1 were adopted. The performance test results were: flexural strength 0.58MPa, The compressive strength is 3.01MPa, and the disintegration rate is 0.1-0.2g / min. After soaking in water for 1 hour, the mass tends to be constant, and almost no disintegration occurs. After 20 freeze-thaw cycles, the mass loss of the specimen is 3.4%, and the strength loss is 8.9%.
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Abstract
Description
Claims
Application Information
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