The deflection factor in the equation for Burmister s method depends o

1.	The deflection factor in the equation for Burmister s method depends on that ratio of ______
A.	Modulus of rigidity
B.	Wheel load
C.	Modulus of elasticity
D.	Particle size
Answer» D. Particle size

Discussion

No Comment Found

Related MCQs

Design a pavement using Burmister s approach for a wheel load of 4100 kg and tyre pressure of 6.5 kg/cm2 at an allowable deflection of 0.5 cm. The plate load test was conducted using a 30 cm diameter plate and the pressure at 0.5 cm deflection for the subgrade was found out to be 1.4 kg/cm2 and the pressure over 20 cm thick base course 0.5 cm deflection is obtained as 4 kg/cm2.
Burmister developed his method of design in collaboration with the Canadian Department of Transport.
In the equation for deflection for rigid and flexible plate using Burmister s method, the Poisson s ratio for both soil and pavement material is the same.
Design a pavement using Burmister s approach for a wheel load of 4100 kg and tyre pressure of 6 kg/cm2 for an allowable deflection of 0.5 cm. The plate load test was conducted using a 30 cm diameter plate and the following observations were obtained:For subgrade, pressure at 0.5 cm deflection = 1.2 kg/cm2
Find the elastic modulus of soil when it is subjected to a plate bearing test. The diameter of plate used is 30 cm and the pressure yielded at 0.5 cm deflection is 1.25 kg/cm2.
The deflection factor in the equation for Burmister s method depends on that ratio of ______
The subgrade support in the McLeod method is calculated for ______ diameter plate and ______ deflection.
What is the equation for deflection under flexible pavement according to Burmister s method?
In which year did McLeod present his method of flexible pavement design?
Burmister s method of pavement design is a type of ______ method.

The deflection factor in the equation for Burmister s method depends on that ratio of ______

Discussion

No Comment Found

Related MCQs

Reply to Comment