| PSES
3411L Soils Laboratory, Exercise 5: Clay Physical Properties Measuring Soil Cracks |
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| Determining
horizontal shrink-swell The first step is picking axes along which the cracking can be measured. Three axes are noted in the diagram to the right. In the following images, a ruler is laid over the dish along each axes, and the cracking is measured. |
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| Vector 1 The total inside diameter (width) of the petri dish is 52 mm. Summing the crack widths along this vector (the edge of the ruler) from the top right , reveals cracks of 1 mm, 1 mm, 1 mm, 4 mm, 4 mm, and 1 mm for a total of 12 mm of cracks. |
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| Vector
2 Summing the crack widths along this vector (the edge of the ruler) from the far right , reveals cracks of 1 mm, 1 mm, 2 mm, 2 mm, and 6 mm for a total of 12 mm of cracks. |
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| Vector
3 Summing the crack widths along this vector (the edge of the ruler) from the bottom right , reveals cracks of 0.5 mm, 0.5 mm, 2 mm, and 5 mm for a total of 8 mm of cracks. The mean horizontal cracking in this dish is (12 mm + 12 mm + 8 mm) / 3 = 10.7 mm. The percent shrinkage is (10.7 mm / 52 mm) 100 = 20.6% |
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| Vertical
Shrinkage The dish height is 9 mm, and the saturated paste of bentonite filled the dish. The thickness (height) of the soil is now 3 mm. The vertical shrinkage is [(9 mm - 3 mm) / 9 mm] 100 = 66.7% |
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Return to Unit 2 |
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