The constant in rigid pavement design is$ – McqOptions

MCQOPTIONS

Saved Bookmarks

→ Highway Engineering
→ Embankment Subgrade in Highway Engineering
→ The constant in rigid pavement design is$..

1.	The constant in rigid pavement design is$
A.	1.5
B.	1.18
C.	2
D.	3
Answer» C. 2

Discussion

No Comment Found

Related MCQs

In Burmister analysis, the subgrade layer is infinite only in vertical direction.
In Burmister analysis, the subgrade layers are non-homogeneous and anisotropic.
If F is a dimensionless factor, the defection in rigid plate of radius a is__________
The Burmister’s influence coefficient is ________
If the load is at the surface of subgrade, the elastic strain is ________
If the load is at the surface of subgrade, the Boussinesq settlement factor is given by ________
The Boussinesq settlement factor is given by _______
For a Poisson’s ratio of 0.5, the elastic strain ∆ in terms of Boussinesq settlement factor is __________
For a Poisson’s ratio of 0.5, the elastic strain ∆ is ___________
The elastic strain ∆ of the subgrade is __________

Related Topics

Embankment Subgrade in Highway Engineering

Stone Aggregates in Highway Engineering

Drawings Report in Highway Engineering

Mechanical Soil Stabilization in Highway Engineering

Bituminous Binders in Highway Engineering

Preparation Detailed Project Report in Highway Engineering

Structural Evaluation Flexible Pavements Strengthening Overlay in Highway Engineering

Maintenance Problems Hill Roads in Highway Engineering

Soil Stabilized Roads in Highway Engineering

Geometric Design Highways in Highway Engineering

Recent Visits

Reply to Comment

Name *

Email *

Comment *

© Copyright 2025 McqOptions. All rights reserved.

Terms & Conditions
Privacy Policy
Disclaimer

Support: admin@mcqoptions.com