Mixture and method for controlling cracking of sludge solidified soil
A technology of mixture and solidified soil, which is applied in the field of mixture to control the cracking of silt-solidified soil, which can solve the problems affecting the physical and mechanical properties and overall impermeability of silt-solidified soil, so as to achieve resource utilization, improve tensile performance, and solve cracking problem effect
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[0013] This embodiment is a method for controlling the cracking of silt-solidified soil. The method adds a mixture of fiber material (this example adopts polypropylene mesh fiber), fly ash portland cement and fly ash to the silt, and mixes Stir well. The silt-solidified soil is composed of silt, fly ash, fly ash Portland cement, and polypropylene mesh fiber in a certain proportion. The components are calculated according to the weight ratio: silt: fly ash Portland cement: fly ash: =1000:20~50:100~300:0.2~0.8.
[0014] In this embodiment, fly ash Portland cement, fly ash and polypropylene mesh fibers are mixed uniformly in a certain proportion to form a mixture, and then the mixture is added in a certain proportion to the sludge and mixed and stirred.
[0015] The main principle of silt solidified soil is that cement produces hydration reaction, forms cementation and filling structure, converts free water in silt into bound water, and wraps and cements mineral particles in sil...
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