http://rdf.ncbi.nlm.nih.gov/pubchem/patent/WO-2021161637-A1

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filingDate 2020-12-09-04:00^^<http://www.w3.org/2001/XMLSchema#date>
inventor http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_acc10cbe4d63a21f93ce9f4a7789a3e0
publicationDate 2021-08-19-04:00^^<http://www.w3.org/2001/XMLSchema#date>
publicationNumber WO-2021161637-A1
titleOfInvention Ground improvement method
abstract Provided is a ground improvement method capable of enhancing the compressive strength of soil cement even in the case where an acidic soil containing an organic substance such as a humic acid, a fulvic acid, a humin, or a bitumen is used. This ground improvement method comprises steps 1-3. <Step 1> A step for formulating a slurry by mixing water, a hydraulic powder, and a component (A). Component (A): A particle group having a particle size of 30 nm or less, 70 nm or less, and 100 nm or less when the respective cumulative number frequencies are 10%, 50%, and 90%, respectively, as determined by measuring the particle sizes of all contained particles by dynamic light scattering and plotting cumulative number frequencies with respect to particle size. <Step 2> A step for injecting the slurry obtained in step 1 into a ground to mix the slurry with a soil to obtain a mixture, wherein the mixed amount of the slurry per 1 m3 of the soil is 150-800 kg, and the mass ratio of the hydraulic powder and the soil in the mixture is 0.01-0.6. <Step 3> A step for solidifying the mixture of the slurry and the soil obtained in step 2.
priorityDate 2020-02-14-04:00^^<http://www.w3.org/2001/XMLSchema#date>
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