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Soil Mechanics in Engineering Practice 3rd Edition

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kooko

kooko

Geotechnical
Apr 29, 2006
12
Refer to problem # 4 in page 122. I am trying to solve part a (i.e. consolidation of the plastic clay). My solution is approximately 130 cm. However the book indicates a value of 153 cm. I am treating the fill material as surcharge material. Any suggestions?
 
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