A remodeling soil layered sampling device and sample preparation method thereof
A technology of layering samples and reshaping soil, which is applied in the preparation of test samples, etc., can solve the problems of measurement accuracy interference, high dry density of samples, and easy to produce errors, etc., and achieve cost reduction, simple operation, and easy production. same exact effect
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Embodiment 1
[0059] Embodiment 1: prepare a kind of remodeling soil direct shear sample, diameter 61.8mm, height 20mm, comprise the following steps:
[0060] (1) According to the moisture content of the soil sample required for the test, calculate the amount of water added to the soil material and add water, mix well, put it into a sealed bag and wet it for 24 hours.
[0061] (2) Due to the small height of the direct shear sample, only one layer of sampling is required according to the specifications; according to the dry density and moisture content of the sample required for the test, the mass of the soil sample is calculated and weighed; The inner walls of the mold and base were evenly coated with a layer of petroleum jelly.
[0062] (3) Pour the soil sample that has just been weighed into the three-opening mold and stir it to make it smooth, put the compactor into the three-opening mold, and then put the stopper on the three-opening mold along the dowel rod, so that The limit ring is ...
Embodiment 2
[0065] Embodiment 2: prepare remolded soil triaxial sample, diameter 61.8mm, height 125mm, comprise the following steps:
[0066] (1) According to the moisture content of the soil sample required for the test, calculate the amount of water to be added to a certain soil material and add water, mix well, put it into a sealed bag and wet it for 24 hours.
[0067] (2) The height of the sample that needs to be prepared is 125mm, which can be compacted in five layers, each layer is 25mm; then according to the dry density and water content of the sample required for the test, calculate the quality of each layer of soil sample and weigh it; The inner walls of the three opening molds and the base are evenly coated with a layer of Vaseline.
[0068] (3) Pour the soil sample that has just been weighed into the three-opening mold, put the compactor into the three-opening mold, and then put the stopper on the three-opening mold along the dowel rod, so that the limit ring is just right. Em...
Embodiment 3
[0072] Embodiment 3: According to the "Soil Engineering Test Regulations SL237-1999", the ratio of the height to the diameter of the sample in the triaxial shear test should be 2.0-2.5. For samples with a diameter of 61.8 mm, the height should be 123.6 mm to 154.5 mm, usually 125 mm, 140 mm, 150 mm, etc. For a sample with a height of 125mm, it is Example 2; for a sample with a height of 140mm, it can be divided into 7 layers or 4 layers, each layer is 20mm or 35mm; for a sample with a height of 150mm, it can be divided into 5 layers or 6 layers. Sample, 30mm or 25mm per layer. For samples with a height of 140 mm and 150 mm, the manufacturing steps are similar to those in Example 2, and the combinations of sleeves required for each layer of sample preparation are shown in Table 1 below.
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