mandarvaidya
Geotechnical
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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dynamic testing of soil
- Thread starter mandarvaidya
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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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