Determine the factor of safety against heave on the downstream side of the single-row sheet pile structure shown in Figure 9.30. Use the following soil and design parameters: H, = 7 m, H, = 3 m, thickness of permeable layer (T) = 12 m, design depth of penetration of sheet pile (D) = 4.5 m, and 7sat = 17 kN/m³. - Sheet pile Water level - i Water level H2 Impervious layer
Determine the factor of safety against heave on the downstream side of the single-row sheet pile structure shown in Figure 9.30. Use the following soil and design parameters: H, = 7 m, H, = 3 m, thickness of permeable layer (T) = 12 m, design depth of penetration of sheet pile (D) = 4.5 m, and 7sat = 17 kN/m³. - Sheet pile Water level - i Water level H2 Impervious layer
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 9.30. Use the following soil and design parameters: H1 = 7 m, H2 = 3 m, thickness of permeable layer (T) = 12 m, design depth of penetration of sheet pile (D) = 4.5 m, and γsat = 17 kN/m3
Transcribed Image Text:Determine the factor of safety against heave on the downstream side of
the single-row sheet pile structure shown in Figure 9.30. Use the
following soil and design parameters: H, = 7 m, H, = 3 m, thickness of
permeable layer (T) = 12 m, design depth of penetration of sheet pile (D)
= 4.5 m, and 7sat = 17 kN/m³.
- Sheet pile
Water level -
i Water level
H2
Impervious layer
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