geotech888
Geotechnical
- Sep 3, 2009
- 5
Hi... Fellow Engineers.
I am woring on Australian project where about 90 Kms road and rail network is required to be designed. I have the preliminay geotechnical investigation data indicating field SPT N values at various locations. I need to know the CBR value that can be adopted for the preliminay design and estimation.
Please guide If any one has got the approach to evaluate CBR from SPT N vlaues.
I am woring on Australian project where about 90 Kms road and rail network is required to be designed. I have the preliminay geotechnical investigation data indicating field SPT N values at various locations. I need to know the CBR value that can be adopted for the preliminay design and estimation.
Please guide If any one has got the approach to evaluate CBR from SPT N vlaues.