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Ground Environment Pro Fs2004 Crack 68CLICK HERE == the researches about the classification of soil cracks, soil cracks with a minimum size of 0.5mm are defined as primary cracks, and the cracks with a size larger than 0.5mm but smaller than 10mm are defined as secondary cracks. the cracks with a size larger than 10mm are defined as tertiary cracks. soil cracks caused by organic matter are defined as organic cracks, and the cracks caused by inorganic material are defined as inorganic cracks [ 14, 15 ]. according to the description above, the cracks with a size of 0.5mm to 2mm are defined as primary cracks, and the cracks with a size larger than 2mm are defined as secondary cracks. the cracks with a size larger than 2mm are defined as tertiary cracks. the cracks with a size larger than 2mm are defined as quaternary cracks. soil cracks with a size larger than 2mm are defined as quaternary cracks. this paper uses the classification method of the soil cracks, developed by the national institute of metrology, china (nimc) [ 16 ]. the contents of this study are listed as follows.firstly, the research data were collected. soil cracks are a common type of soil structural defect, and the distribution of soil cracks in different regions of the world is uneven. due to the natural environment heterogeneity, the data collection processes of soil cracks in some regions are more accurate than in other regions. this paper used the data of soil cracks from the following regions: xinjiang, southern china; albers, germany; altai, russia; iceland; and gaojiayuan county, northeast china. the data of soil cracks from the western region were not used in this study, as the cracks in the western region have a very large scale. the data were collected from large-scale field samples, and the field experiments were conducted with diverse soil types, which provided a strong foundation for the future researches on the influence of soil properties on the characteristics of soil cracks. secondly, the data were processed to make the soil cracks uniform in scale. for instance, different scales were used for the field samples, and the sampling method was selected according to the size of the cracks. lastly, the characteristics of soil cracks were analyzed using the statistical method developed by the nimc [ 16 ].
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