Dekay
Geotechnical
- May 28, 2011
- 2
Refer to Subject, im stil confuse the formula used which is Cv = 0.111 H2/ t90, instead of the normally used formula Cv = 0.848 d2/ t90... Based on wat i could understand is that "H" is refer to the total height but the "d" refer to drainage depth.... for a two way vertical drainage... the "d" is half of the height H.... So by combining this two formulae... the result produce for coefficient of Cv by using total height should be 0.212 instead of 0.111.... Can any1 here give me an answer with detail explanations?