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The specimen preparation process was as follows. After drying the site soil in the oven and passing through a 2 mm sieve, the sample was prepared by weighing the corresponding mass of soil and water, mixing the soil and water evenly, and trying to pinch the larger clusters apart, and then the soil sample was sealed for 24 h using cling film. Due to the different stress changes in the dry shrinkage process for specimens with different aspect ratios [14], the soil samples were mixed with different aspect ratios in combination with the excavation step ratio of the state bridge site, and the different aspect ratio specimens were taken as 12:1, 6:1, 3:1, and 1.5:1. The height was uniformly taken as 2 cm. Finally, the length width height of the specimens was 60 cm 5 cm 2 cm, 60 cm 10 cm 2 cm, 30 cm 10 cm 2 cm, and 30 cm 20 cm 2 cm, respectively. The samples under different conditions sit on three sets of the same parallel samples. The data processing variances of the crack area, crack orientation and crack angle are shown in Table 3, Table 4 and Table 5.
Microscopically, soil cracking is a typical form of tensile failure and is the result of stress. During the drying process of the soil, matrix suction will be generated. When the tensile stress field caused by the matrix suction exceeds the tensile strength of the soil itself, cracks will form, and the tip of the crack will form a new tensile stress field concentration point, resulting in cracks. There will be continuous development under tip traction. Therefore, the matrix suction and the tensile strength of the soil are two key mechanical indicators restricting the development of cracks. It can be seen from the figure that the matrix suction of silty clay increased with the decrease in saturation, and the tensile strength decreased with it. As the test proceeded, the matrix suction inside the sample exceeded the tensile strength of the sample. When the sample was cracked, the moisture content decreased continuously, and the suction force and tensile stress of the matrix continued to change, until the water evaporation rate decreased to 0 in the residual stage [21].
Cracking of specimens with a size of 30 cm 10 cm 2 cm. (a) Initial stage; (b) crack development stage; (c) crack development stage; (d) final crack morphology.
Cracking of specimens with a size of 30 cm 20 cm 2 cm. (a) initial stage; (b) crack development stage; (c) crack development stage; (d) final crack morphology.
Cracking of specimens with a size of 60 cm 10 cm 2 cm. (a) initial stage; (b) crack development stage; (c) crack development stage; (d) final crack morphology.
Cracking of specimens with a size of 60 cm 5 cm 2 cm. (a) initial stage; (b) crack development stage; (c) crack development stage; (d) final crack morphology.
Fracture area curve. (a) the change curve of crack area under 21% initial moisture content and 30% humidity; (b) the crack area change curve under 21% initial moisture content and 67% humidity; (c) the change curve of crack area under 21% initial moisture content and 95% humidity; (d) the crack area change curve under 30% initial moisture content and 30% humidity; (e) the crack area change curve under 30% initial moisture content and 67% humidity; (f) the change curve of crack area under 30% initial moisture content and 95% humidity; (g) the variation curve of crack area under 38% initial moisture content and 30% humidity; (h) the change curve of crack area under 38% initial moisture content and 67% humidity; (i) the change curve of crack area under 38% initial moisture content and 95% humidity.
Crack orientation curve. (a) the change curve of crack orientation under 21% initial moisture content and 30% humidity; (b) the change curve of crack orientation under 21% initial moisture content and 67% humidity; (c) the change curve of crack orientation under 21% initial moisture content and 95% humidity; (d) the crack orientation change curve under 30% initial moisture content and 30% humidity; (e) the crack orientation change under 30% initial moisture content and 67% humidity; (f) the change curve of crack orientation under 30% initial moisture content and 95% humidity; (g) the crack change curve 38% initial moisture content and 30% humidity; (h) the change curve of crack orientation under 38% initial moisture content and 67% humidity; (i) the change curve of crack orientation under 38% initial moisture content and 95% humidity.
As shown in Figure 8c,f,i, compared with the low humidity conditions of 30% and 67%, the aspect ratio of the closed figure fluctuated less in high humidity conditions. Combined with the experimental samples, it can be seen that the sample developed cracks in a high humidity environment to form a closed pattern with a small area and a large crack area, indicating that the sample had many and small closed patterns, a complex development, and the transfer distribution of the stress field was disordered and varied. Therefore, under the condition of low humidity, the damage degree of the sample was less, and this kind of environment was more conducive to the protection of the site soil. 2ff7e9595c