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Referring this Fig. 20a, for clean sand and 20% silt specimens the excess pore water pressure increased rapidly due to loading until nearly 1% axial strain.
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Concerning this figure, accept 35% silt content specimen, the excess pore water pressure started to decline gradually after sharp increasing due to increase of axial stain.
In all soil specimens, the positive excess pore-water pressure increases to a high value with minor strain, and increases slowly as the strain increases continuously.
On the other hand, once the soil specimen reaches the fully saturated condition, it allows the excess pore-water pressure to drain during compression.
The excess tissue was dissected and the specimens were removed en bloc with a margin of surrounding bone of about 5 10 mm.
In 1868, the Irish natural scientist Edward Perceval Wright obtained several small whale shark specimens in the Seychelles, but claimed to have observed specimens in excess of 15 m, and tells of shark specimens surpassing 21 m.
In these tests, the injection pressure, the excess pore water pressure, and the change in void ratio of the specimens are measured.
Besides, the excess pore pressure generation rate was slower in pure silt compared to other specimens.
On the other hand, Fig. 5 shows the excess pore water pressures (∆u) developed during undrained shear in the different specimen sizes consolidated to the same p'c.
The excess material in the corner was carefully removed with a scalpel blade and the specimens were stored at room temperature for 7 days.
The TEM specimen was prepared by depositing dry powder onto an Aduro device and then simply shaking off the excess.
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