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TEST SOIL FOR COMPRESSIVE STRENGTH EVALUATION AND TEST METHOD FOR EVALUATING COMPRESSIVE STRENGTH USING TEST SOIL
TEST SOIL FOR COMPRESSIVE STRENGTH EVALUATION AND TEST METHOD FOR EVALUATING COMPRESSIVE STRENGTH USING TEST SOIL
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机译:抗压强度的试验土和利用试验土评估抗压强度的试验方法
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摘要
PROBLEM TO BE SOLVED: To provide a new test soil capable of appropriately evaluating the compressive strength of a cement based solidifying material using volcanic cohesive soil as an object soil, and a test method for evaluating compressive strength using the test soil.;SOLUTION: The test soil for evaluating the compressive strength of a cement based solidifying material is obtained by mixing a dry clay having a composition of SiO2 of 47.0-57.0 mass%, Al2O3 of 15.0-19.0 mass% and Fe2O3 of 3.8-8.2 mass% and having a moisture content of 5% or less and an allophane having a composition of SiO2 of 33.0-41.0 mass%, Al2O3 of 33.0-41.0 mass% and Fe2O3 of 1.7-4.3 mass% at a proportion of 90:10-70:30 by a mass ratio. The test method for evaluating the compressive strength of the cement based solidifying material comprises mixing the cement based solidifying material with water to form slurry; and mixing the slurry with the test soil for evaluating the compressive strength of the cement based solidifying material to evaluate the compressive strength.;COPYRIGHT: (C)2016,JPO&INPIT
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机译:要解决的问题:提供一种能够以火山粘性土壤为目标土壤,适当评估水泥基固化材料抗压强度的新型试验土壤,以及使用该试验土壤评估抗压强度的试验方法。通过混合SiO 2 Sub>为47.0-57.0质量%,Al 2 Sub> O组成的干粘土,获得用于评估水泥基固化材料抗压强度的试验土。 3 Sub>为15.0-19.0质量%,Fe 2 Sub> O 3 Sub>为3.8-8.2质量%,且水分含量为5%或以下, SiO 2 Sub>为33.0-41.0质量%,Al 2 Sub> O 3 Sub>为33.0-41.0质量%,Fe 2 Sub> O 3 Sub>的质量比为90:10-70:30,为1.7-4.3质量%。用于评估水泥基固化材料的抗压强度的测试方法包括:将水泥基固化材料与水混合以形成浆液;然后将水泥浆固化。将浆液与测试土壤混合,以评估水泥基固化材料的抗压强度,以评估抗压强度。;版权所有:(C)2016,JPO&INPIT
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