132) A soil sample has passing 0.075 mm sieve = 60% liquid limit = 65% and plastic limit = 40%. The group index of the soil, is
Answer is:
none of these.
Related Geotechnical Engineering MCQ with Answers
Answer is:
liquid limit and plastic limit
Answer is:
all of these
Explanation:
Negative skin friction on piles
* is caused due to relative settlement of the soil
* is caused in soft clays
* decreases the pile capacity