Question

The time for 50% consolidation of a 25 mm thick clay specimen (drained at top and bottom) in the laboratory is 150 sec. How long (in days) will it take for a 3 m thick layer of the same clay in the field under the same pressure increment to reach 75% consolidation? There is an impermeable shale layer at the bottom of the clay layer in the field I. 2. Use Figure 1 for the following Compute the vertical effective stress (av) in kN/m2 at the center of the clay layer prior to the construction of the footing. [Note: To compute ơ, you will first have to use the weight-volume relationships to compute the unit weight of the clay.] a) b) Assuming the value that you computed in (a) is representative for the entire thickness of the clay layer, calculate the ultimate primary consolidation settlement (Se) in mm that will occur in the clay layer from placement of the footing (assume Ao-20 kPa throughout the clay layer). Use the empirical relation: C.-0009x(LL%-10) to estimate the compression index. c) Using Terzaghis 1D consolidation theorem, calculate and plot the predicted settlement of the footing as a function of time (i.e., AH(t) vs. time), where AH(t) is in mm and time is in days. Estimate cv using Figure 9.15 in the textbook (cv vs. LL) assuming the sample is undisturbed. [Compute ΔΗ(t) at enough times so that you can reasonably construct the requested plot. Also, compute ΔΗ(t) for times long enough that AHinal is reached. )

Load Q 1.5 mSand Y 15 kN/m3 Groundwater table 1.5 m Sand Ysat 18 kN/m3 1 2.5 m- Clay (normally consolidated) Sand

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Answev Civen date 50 con sol da Hon 1 ,50 sec 25 -12.smm becouse dvened lopond loottom CA 1 5O 1 SD I SU po ble) U-35% U> 0.6% Tv - SV. 20929257 3 sec ·242.24 days.

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