Compute the stresses at the bottom of a flexible pavement surface layer 0.3 m thick resting on a semi-infinite subgrade layer. The load consists of a circular tire with 0.1 m radius carrying a uniform pressure of 700 kPa. The stresses are to be computed under the centerline of the load. The layer moduli are 1400 MPa and 140 MPa, respectively, and is 0.5 for both layers.
Compute the stresses at the bottom of a flexible pavement surface layer 0.3 m thick resting on a semi-infinite subgrade layer. The load consists of a circular tire with 0.1 m radius carrying a uniform pressure of 700 kPa. The stresses are to be computed under the centerline of the load. The layer moduli are 1400 MPa and 140 MPa, respectively, and is 0.5 for both layers.
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter20: Design Of Rigid Pavements
Section: Chapter Questions
Problem 8P
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