consolidation - height...

Info iconThis preview shows page 1. Sign up to view the full content.

View Full Document Right Arrow Icon
CONSOLIDATION TEST (Void ratio-pressure and coefficient of consolidation calculation) Description of soil Brown clay Location Beaumont Texas Speciment diameter 2.5" .98" Moisture content beginning of test 32.40 (%) End of test 34.00 (%) Weight of dry soil speciment 118.70 cm= (in) Pressure Final dial Change in Final Specimen Height of Final Void Avg. height during Fitting time Cv from x 10^8 P reading speciment height Void ratio consolidation (in^2/sec)
Background image of page 1
This is the end of the preview. Sign up to access the rest of the document.

Unformatted text preview: height e (T/ft^2) (in) (in) (in) (in) (in) #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 0.02 302 68.7 0.5 0.03 308 56.0 1 0.04 492 144.0 2 0.06 1102 294.0 4 0.11 ? ? 8 0.15 Plot Cv (x100) Vs. log P from T90 T50 Initial Specimen height, H t (1) G s 2.70 Height of solids, H s = T v90 =.848 H t H v H t (avg.) T 90 T 50 T 90 T 50 T v90 =.199 Note: Plot Final e Vs. log P, Finf Pc, Cc (N.C. Clay)...
View Full Document

{[ snackBarMessage ]}

Ask a homework question - tutors are online