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Consolidation percent strain with 2 to 1 settlement method

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danyul

danyul

Geotechnical
Joined
Jun 16, 2006
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42
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when calculating settlement with the 2 to 1 method the percent strain per kip is needed... now do we need to "log" the kips similar to calculating the Cc and Cs? or do we just care about the percent change over the related load or kips.

thanks
 
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