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Topic: Geotechnical design and analysis
Subject: Dynamic and Static modulus
I've read the rare and interesting tractation of how to try to convert Dinamic modulus G to Static modulus E at large strain or service strain for foundations, available at:
I guess it is possible using the same formulas (or others more appropriate) to convert the diynamic modulus,
found with light drop weight tester according to german standards : ZTVE-StB ZTVT-StB 95
to the static modulus E an then obviosly to Emv and Ks for which the formulas are well known.
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» K., 2005-04-02
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