An anchored sheet pile is to support a mass of cohesionless soil up to a height of 6 m above ground level with horizontal anchor ties spaced at 1 m interval and located at 1.0 m below ground surface. If the unit weight of the soil is 21 kN/m³ and its angle of internal friction is 30°, determine the minimum depth of the sheet pile for stability. d 7XXX 7XXX Pp E n 6 m 1 m d/3 T P₁ Oxx 2(6+d) 3

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter14: Sheet-pile Walls
Section: Chapter Questions
Problem 14.1P
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An anchored sheet pile is to
support a mass of cohesionless soil up to a height of 6 m
above ground level with horizontal anchor ties spaced at
1 m interval and located at 1.0 m below ground surface. If
the unit weight of the soil is 21 kN/m³ and its angle of internal
friction is 30°, determine the minimum depth of the sheet
pile for stability.
Pp
E
6 m
C
A
1 m
d/3
T
2(6+d)
3
P. +
Transcribed Image Text:An anchored sheet pile is to support a mass of cohesionless soil up to a height of 6 m above ground level with horizontal anchor ties spaced at 1 m interval and located at 1.0 m below ground surface. If the unit weight of the soil is 21 kN/m³ and its angle of internal friction is 30°, determine the minimum depth of the sheet pile for stability. Pp E 6 m C A 1 m d/3 T 2(6+d) 3 P. +
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