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dynamic testing of soil

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mandarvaidya

Geotechnical
Jan 5, 2003
1
how to consider effect of gravel fraction in dynamic triaxial testing ?generally soil passing through 4.75 mm sieve is considered for testing.
 
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Although I'm not sure exactly what corrections should be considered off hand, I can say that the greater the gravel or coarse sand content is, the larger the specimen should be for dynamic testing (or other testing) to get a large enough sample that is representative of the specimen.
 
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