EireChch
Geotechnical
- Jul 25, 2012
- 1,338
Hi all,
Has anyone used Gneiss as an aggregate for structural fill?
If so, is there any good FHWA literature on the material, which discusses its typical aggregate values like LA fragmentation, crushed and rounded particles etc. I have seen online that LA for Gneiss can range from 30-60.
The request stems from a client of ours who is looking to supply this aggregate to their client. But their client has aN LA fragmentation limit of 30, which I feel is too stringent. The Design Manual for Roads and Bridges (DMRB) allows an LA value of up to 50.
If anyone knows of any other standard which has less stringent LA values or specifically information on Gneiss I would love to hear it.
TIA.
Has anyone used Gneiss as an aggregate for structural fill?
If so, is there any good FHWA literature on the material, which discusses its typical aggregate values like LA fragmentation, crushed and rounded particles etc. I have seen online that LA for Gneiss can range from 30-60.
The request stems from a client of ours who is looking to supply this aggregate to their client. But their client has aN LA fragmentation limit of 30, which I feel is too stringent. The Design Manual for Roads and Bridges (DMRB) allows an LA value of up to 50.
If anyone knows of any other standard which has less stringent LA values or specifically information on Gneiss I would love to hear it.
TIA.