angle30
Civil/Environmental
- Jul 22, 2011
- 2
Greetings,
I have received results of Cone penetration test, and observing the notes, I saw a formula that was unclear to me (see link).
Reading through geotechincal literature, I was not able to find this formula shown on the photo(geotechnical engineering is not my area).
On the paper, soil parameters are not listed, only:
1.Depth of penetration,
2.Number of blows
3.Soil bearing capacity (apparently calculated via this formula?)
where:
A=0.001cm2
M=8kg
Depth measurment interval= 0.1m
P= dead weight of instrument, 13.8/15.4/17kg for penetration depth of 1/2/3m respectively.
I am wondering how can Soil bearing capacity be obtained from the parameters in the equation, and what is E here, since its not written in the legend?
Thank you in advance.
I have received results of Cone penetration test, and observing the notes, I saw a formula that was unclear to me (see link).
Reading through geotechincal literature, I was not able to find this formula shown on the photo(geotechnical engineering is not my area).
On the paper, soil parameters are not listed, only:
1.Depth of penetration,
2.Number of blows
3.Soil bearing capacity (apparently calculated via this formula?)
where:
A=0.001cm2
M=8kg
Depth measurment interval= 0.1m
P= dead weight of instrument, 13.8/15.4/17kg for penetration depth of 1/2/3m respectively.
I am wondering how can Soil bearing capacity be obtained from the parameters in the equation, and what is E here, since its not written in the legend?
Thank you in advance.