PORT WORKS DESIGN MANUAL PART 3 Guide To - The University ...
PORT WORKS DESIGN MANUAL PART 3 Guide To - The University ...
PORT WORKS DESIGN MANUAL PART 3 Guide To - The University ...
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114<strong>The</strong> value ofF(n) in Example D.2 was used because the dimensions and layout of verticaldrains were the same. <strong>The</strong>refore, F(n) = 2.42.From Equation B3,T =T hJo2428= 0.09_ 0.255)<strong>The</strong>refore,D 2 T, 2.1(0.09) A10t = - =— - = 0.13 yearc, 1.5i.e. Time required for the excess pore pressure to fall back to the normal magnitude is about21— months.3
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