Hello
i am looking for a source providing friction angle of road base materials ( typically Mulch gravelly sand 19 mm compacted to 95 % modified proctor destiny ). i am assuming that we are talking above 40 degree as a minimum ?
Thank you
Usually, road base material is well-graded crushed stone. 40 degrees is probably a nominal phi angle for that type of material. We typically use 34 degrees as a conservative design value.
For a Type 1 road base, as defined in the UK, (similar to HRs, well graded crushed) I would be comfortable giving a phi of 38 degrees. Thats assuming you have all the documentation to confirm its been placed, compacted to a good spec. But if you had all the documentation you probably would have a shear box test result....