frictionless vertical retaining wall has a height of 5 m. and retains a horizontal surcharge of 10 kPa. Unit weight of the backfill is 17 kN/m3 with a cohesion of 13 kPa. Angle of friciton is 3 three decimal places. Compute the depth of tensile crack (meters). Round off
frictionless vertical retaining wall has a height of 5 m. and retains a horizontal surcharge of 10 kPa. Unit weight of the backfill is 17 kN/m3 with a cohesion of 13 kPa. Angle of friciton is 3 three decimal places. Compute the depth of tensile crack (meters). Round off
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 10 kPa. Unit weight of the backfill is 17 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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F538092e9-3dcd-4ce6-bb2b-06cf2e31f6bd%2Fda5572d4-099e-451b-9cde-2bc09d75c219%2Fify6mq9_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A frictionless vertical retaining wall has a height of 5 m. and retains a horizontal surcharge of 10 kPa. Unit weight of the backfill is 17 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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