Aggregates with excess fines are difficult to compact. – McqOptions

MCQOPTIONS

Saved Bookmarks

→ Pavement Design
→ Bituminous Material Tests 1 in Pavement Design
→ Aggregates with excess fines are difficult to com..

1.	Aggregates with excess fines are difficult to compact.
A.	True
B.	False
Answer» C.

Discussion

No Comment Found

Related MCQs

Aggregates with excess fines are difficult to compact.
Which option represents the steps involved in mix design procedure of mechanical stabilization?
The method of soil stabilization using soft aggregates was suggested by Fuller.
Which of the below is not a typical stage of a mix?
What is the gradation index for a spherical shaped particle?
______ method can be used when mixing three different materials.
What proportion of soft aggregates to soil gives the best result?
What is represented in the Y-axis of the distribution curve plotted for Rothfutch’s method?
Which of the below gives the theoretical gradation for maximum density?
The mechanical stabilization of soil does not depend on which of the below?

Related Topics

Bituminous Material Tests 1 in Pavement Design

Bituminous Material Tests 2 in Pavement Design

Irc Method Design 1 in Pavement Design

Components Pavement in Pavement Design

Economic Analysis in Pavement Design

Design Joints in Pavement Design

Pavement Design Process 1 in Pavement Design

Mcleod Burmister Method 1 in Pavement Design

Cbr Method in Pavement Design

Problems Stabilization 1 in Pavement Design

Recent Visits

Reply to Comment

Name *

Email *

Comment *

© Copyright 2025 McqOptions. All rights reserved.

Terms & Conditions
Privacy Policy
Disclaimer

Support: admin@mcqoptions.com