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Bituminous Material Tests 1
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Aggregates with excess fines are difficult to com...
1.
Aggregates with excess fines are difficult to compact.
A.
True
B.
False
Answer» C.
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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?
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