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IMPACT OF A TEST METHOD ON THE UNDRAINED SHEAR STRENGTH OF A CHOSEN FLY ASH

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Figure

Figure 4. Pocket penetrometer: a) general view (photo by A. Gruchot), b) scheme [Myślińska 2006]:1 – measurement scale, 2 – indicator ring, 3 – spring, 4 – handle, 5 – cylindrical tip of a diameter of 6.4 mm
Table 2. Basic geotechnical characteristics of fly ash
Figure 6. Shear strength versus moisture content at various compaction of the fly ash
Figure 7. Angle of internal friction (a) and cohesion (b) versus compaction of the fly ash
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