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Recent content by James.GEO
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Testing of angle of friction on very coarse-grained aggregates (UK)
I'm wondering how to test for the effective angle of friction for coarse-grained engineered fill materials. Large shear-box tests are 300mm x 300mm, with a maximum allowable particle size of 37.5mm. I am utilising a high-friction fill (Class 6P, as per Series 600 MCHW)in a design with a phi'...- James.GEO
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- Replies: 6
- Forum: Geotechnical engineering general discussion
