+1 vote
in Geotechnical Engineering II by (93.7k points)
The angle of internal friction for fines lesser than 5% is ___________

(a) φ=25+0.15 ID

(b) φ=20+0.15 ID

(c) φ=15+0.15 ID

(d) φ=10+0.15 ID

I had been asked this question in an international level competition.

The origin of the question is Geophysical Methods in chapter Stabilisation of Soils, Site Investigation and Sub – Soil Exploration of Geotechnical Engineering II

1 Answer

0 votes
by (243k points)
Correct answer is (b) φ=20+0.15 ID

Best explanation: Meyerhof in 1956 gave approximate values of φ with respect to density index ID. For fines lesser than 5%, the general formula is,

φ=20+0.15 ID

where, φ=angle of internal friction

 ID= density index.

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
...