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Downdrag measuremetns on 270-ft compostie piles

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Figure

FIG. 4-It1str~rn1entrrtiotz  of  Piles  B-2  rrnd  B - 3 .
TABLE  3-  M e o s ~ ~ r e d   ternpernltl~res  it1  concrete, 3 iri.f,orn steel  sliell  i r ~   T e s t  Pile 8 - 2
FIG.  10-Expansion  crtld  cotnpressiotl  of  Pile  8-2.  ( A )  expnt~sion  crfter  50 days;  (B)  expansion followitlg  Jill  renzuvrrl f i o n ~   H i g h ~ v n y   4 1 ;  ( C )  ns.srrtt?ed dnlrrtn  ~if1c.r eleclru-  osmosis  (20  D e c

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