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15.14 An anchored sheet pile wall is shown in Figure P15.14. Determine the embedment depth, the maximum bend- ing moment, and the force on the anchor per unit length of wall. Use either FSM (F = 1.25) or the NPPM with (FS), 1.5. Assume the soil above the groundwater to be saturated. 9, 10 kPa 1 m Coarse-grained soil Anchor block 1 m You 16.8 kN/m² += 24,8=% 4m 8-%

15.14 An anchored sheet pile wall is shown in Figure P15.14. Determine the embedment depth, the maximum bend- ing moment, and the force on the anchor per unit length of wall. Use either FSM (F = 1.25) or the NPPM with (FS), 1.5. Assume the soil above the groundwater to be saturated. 9, 10 kPa 1 m Coarse-grained soil Anchor block 1 m You 16.8 kN/m² += 24,8=% 4m 8-%

Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter8: Mat Foundations
Section: Chapter Questions
Problem 8.7P
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15.14 An anchored sheet pile wall is shown in Figure P15.14. Determine the embedment depth, the maximum bend- ing moment, and the force on the anchor per unit length of wall. Use either FSM (F = 1.25) or the NPPM with (FS), 1.5. Assume the soil above the groundwater to be saturated. 9, 10 kPa 1 m Coarse-grained soil Anchor block 1 m You 16.8 kN/m² += 24,8=% 4m 8-%
Transcribed Image Text:15.14 An anchored sheet pile wall is shown in Figure P15.14. Determine the embedment depth, the maximum bend- ing moment, and the force on the anchor per unit length of wall. Use either FSM (F = 1.25) or the NPPM with (FS), 1.5. Assume the soil above the groundwater to be saturated. 9, 10 kPa 1 m Coarse-grained soil Anchor block 1 m You 16.8 kN/m² += 24,8=% 4m 8-%
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