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Determine the factor of safety against heave on the downstream side of the single-row sheet pile structure shown in Figure 4. Use the following
Determine the factor of safety against heave on the downstream side of the single-row sheet pile structure shown in Figure 4. Use the following soil and design parameters: H =7 m; H = 3 m; thickness of permeable layer 12 m; design depth of penetration of sheet pile (D) 4.5 m; and sat 17 kN/m. Water level H Impervious layer Sheet pile H Water level Figure 4
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Principles of Geotechnical Engineering
Authors: Braja M.Das
8th edition
978-1285499963, 1285499964, 1133108660, 978-1133108665
