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Topic: Geotechnical design and analysis
Subject: Dynamic and Static modulus
 
Author: massimo trossero 2005-04-01  
     
  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: http://www.geoforum.com/knowledge/texts/compaction/viewpage.asp?ID=13

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
shown at: http://www.zorn-online.de/en/products/zfg02/index.html

to the static modulus E an then obviosly to Emv and Ks for which the formulas are well known.

Thanks 		 
   

 
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