Please answer correctly Plate Bearing Test is conducted with 30 cm diameter plate on a soil subgradeyielded a pressure of 1 kg/cm? at 5 mm deflection. A test is carried out over 15 cm base course yieldeda pressure of 6 kg/cm2 at 5 mm deflection. Design the pavement section for the wheel load of 4200 kgwith a tyre pressure of 6 kg/cm2 and allowable deflection of 5 mm. Use Burmister method.1.00.81/20.60.50.41/51/100.31/200.21/501/1000.11/2000.081/5000.061/10001/20000.050.041/50000.031/10,0000.02За4a5a6a0.5a1.0a1.5a2.0aThickness of reinforcing layerFigure-6.12:Relationship of F, and h ina two-layer systemTwo-Layer deflection factor F,

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yielded a pressure of 1 kg/cm? at 5 mm deflection. A test is carried out over 15 cm base course yielded a pressure of 6 kg/cm2 at 5 mm deflection. Design the pavement section for the wheel load of 4200 kg with a tyre pressure of 6 kg/cm? and allowable deflection of 5 mm. Use Burmister method. Plate Bearing Test is conducted with 30 cm diameter plate on a soil subgrade 1.0 0.8 4/2 0.6 0.5 1/5 0.4 1/10 0.3 1/20 0.2 1/50 1/100 0.1 1/200 0.08 1/500 0.06 1/1000 0.05 1/2000 0.04 1/5000 0.03 1/10,000 0.02 За 4a 5a 6a 1.0a 1.5a 2.0a 0.5a Thickness of reinforcing layer Figure-6.12:Relationship of F, and h ina two-layer system Two-Layer deflection factor F2

yielded a pressure of 1 kg/cm? at 5 mm deflection. A test is carried out over 15 cm base course yielded a pressure of 6 kg/cm2 at 5 mm deflection. Design the pavement section for the wheel load of 4200 kg with a tyre pressure of 6 kg/cm? and allowable deflection of 5 mm. Use Burmister method. Plate Bearing Test is conducted with 30 cm diameter plate on a soil subgrade 1.0 0.8 4/2 0.6 0.5 1/5 0.4 1/10 0.3 1/20 0.2 1/50 1/100 0.1 1/200 0.08 1/500 0.06 1/1000 0.05 1/2000 0.04 1/5000 0.03 1/10,000 0.02 За 4a 5a 6a 1.0a 1.5a 2.0a 0.5a Thickness of reinforcing layer Figure-6.12:Relationship of F, and h ina two-layer system Two-Layer deflection factor F2

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 22P

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