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I <br />HE <br />SAMPLE OF: Sandy Silty Clay with <br />Gravel <br />FROM: Boring 5 ® 2.5' <br />WC = 11.2 X. DO = 100 pct <br />ADDITIONAL COMPRESSION <br />UNDER CONSTANT PRESSURE <br />DUE TO WETTING <br />=l 18-7-599 I H-P�WUMAR I SWELL -CONSOLIDATION TEST RESULTS I Fig. 4 <br />1 <br />0 <br />K <br />W <br />3 <br />_2 <br />_ <br />z <br />0 <br />a <br />_g <br />oI <br />z <br />z <br />0 <br />U <br />_4 <br />-5 <br />—B <br />_7 <br />I <br />HE <br />SAMPLE OF: Sandy Silty Clay with <br />Gravel <br />FROM: Boring 5 ® 2.5' <br />WC = 11.2 X. DO = 100 pct <br />ADDITIONAL COMPRESSION <br />UNDER CONSTANT PRESSURE <br />DUE TO WETTING <br />=l 18-7-599 I H-P�WUMAR I SWELL -CONSOLIDATION TEST RESULTS I Fig. 4 <br />