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Soil Fragmentation and Friability Effects of Soil Water and Soil Management

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Figure

Figure 1. Typical triaxial compression test results obtained from cemented samples ofRothamsted Loam at three moisture levels
Figure 2. Development of a “transition surface” which demarcates the conditions conducive
Figure 3. The experimental setup of the direct tension test on soil cores. (A) adjustable steelbar connected to the pressure transducer, (B) plastic cap attached to the upper half of the two-piece cylinder, (C) two-piece cylinder enclosing the undisturbed
Figure 4. The relationship between tensile strength, Ymeasurements were performed at –100 hPa pressure potential
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