wshi
Geotechnical
- Mar 22, 2005
- 6
Hello all:
I am involed a site invesigation project in which I will have to determine the bearing capacity and friction angle of the soil.
The tests we have performed included seive analysis,atterberg limits tests and SPT. These soils are silty sand or silty gravels. According to these three tests, how to decide the friction angle and bearing capacity? Is there any emprical formulas available?
Any recomendations are appreciated.
Thanx
I am involed a site invesigation project in which I will have to determine the bearing capacity and friction angle of the soil.
The tests we have performed included seive analysis,atterberg limits tests and SPT. These soils are silty sand or silty gravels. According to these three tests, how to decide the friction angle and bearing capacity? Is there any emprical formulas available?
Any recomendations are appreciated.
Thanx