Ask a Question

The cone resistance qc, for sandy silt type of soil is __________

← Prev Question Next Question →
+1 vote
in Geotechnical Engineering II by (93.7k points)
The cone resistance qc, for sandy silt type of soil is __________

(a) 3.5

(b) 6

(c) 2

(d) 5

I have been asked this question at a job interview.

Question is from Bearing Capacity in section Bearing Capacity of Geotechnical Engineering II

1 Answer

0 votes
by (243k points)
Right option is (c) 2

The best explanation: For silts, sandy silts, slightly cohesive silt sand mixture type of soil, the cone resistance q c is 2.

Related questions

We welcome you to Carrieradda QnA with open heart. Our small community of enthusiastic learners are very helpful and supportive. Here on this platform you can ask questions and receive answers from other members of the community. We also monitor posted questions and answers periodically to maintain the quality and integrity of the platform. Hope you will join our beautiful community

Categories

Powered by TalkJarvis
...