A frictionless vertical retaining wall has a height of 5 m. and retains a horizontal surcharge of 11 kPa. Unit weight of the backfill is 16 kN/m3 with a cohesion of 13 kPa. Angle of friciton is 30°. Compute the depth of tensile crack (meters). Round off to three decimal places.
A frictionless vertical retaining wall has a height of 5 m. and retains a horizontal surcharge of 11 kPa. Unit weight of the backfill is 16 kN/m3 with a cohesion of 13 kPa. Angle of friciton is 30°. Compute the depth of tensile crack (meters). Round off to three decimal places.
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter14: Lateral Earth Pressure
Section: Chapter Questions
Problem 14.6P
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A frictionless vertical retaining wall has a height of 5 m. and retains a horizontal surcharge of 11 kPa. Unit weight of the backfill is 16 kN/m3 with a cohesion of 13 kPa. Angle of friciton is 30°. Compute the depth of tensile crack (meters). Round off to three decimal places.
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