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First of all, regarding the orthogonal test method, in this study, a total of 20 different tests were conducted, including 16 blocks (different test plan combinations) and four tests (four test plans of each block) with the ratio of 10:1:1:10. The total number of experiments was 864, including 30 blocks with 616 tests. Moreover, the existing water content test and orthogonal test were conducted in the presence of naturally generated water at the same time. Therefore, the samples were not heated, and no drying/cooling process was adopted. Before the orthogonal test, the water content of the samples was measured by the moisture content tester. The measurements of the water content of all samples were carried out four times, and the average value of the four measurements was adopted. The initial water content of all samples was set at 0.11 m3/m3, and the water content was slowly decreased by 1% every 10 days. The test was carried out for a total of 60 days. After the test, the lateral soil samples were taken, and the tensile strength and cracking rate of samples were tested. The linear relationships between tensile strength and cracking rate and the number of cracking, width and depth of cracks were examined and analyzed in this part of the study. The orthogonal test results were obtained from the PASW Statistics 18 software. Hereafter, the orthogonal test results are processed to form the test method based on the site.
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