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Engineering · Civil Engineering
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Question 2 (20 marks) Figure 1 shows seepage taking place beneath a sheet pile in a silty sand, where the permeability is 2x10-3 cm/s and the saturated unit weight is 19.5 kN/m3. Some equipotential lines have been drawn in the figure at total head intervals of 0.5 m. a. Complete the flow net by drawing the stream lines, making curvilinear squares. b. Determine the flow rate in m/day per m. c. What is the safety factor with respect to piping? d. Find the pore water pressure at the tip of the sheet pile. GL 2 m 1 m ข้า Silty sand Silty sand 5 m Impervious stratum Figure 1: Sheet pile

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