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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71Slope >1Required pause in fill placement fordissipation of excess pore pressureCDclCDoQ-Probable actions:® Increase monitoring frequency® Reduce filling rate® Stop fillingNB :Slope of the plot should be close toor less than unity for normal situationVertical stress due to fill placement, cr = y H (kPa)Figure 11 - u-cr Plots -SettlementLateral Deformation in mud layerat the toe of the filling material<strong>To</strong>wards failure\Ref.: Ye, Han, Ye (1997)Figure 12 -s-B H Plot