ac4u2nv
Geotechnical
- May 30, 2013
- 52
Dear all
this test the lab ive scheduled the samples cant undertake due to internal back log. Clay samples are firm to stiff
Is there any combination of tests or test which will privide me with the same parameters.
The above test will prove me with c', phi' and phi critical (from what i understand)
the phi' i can get from small shear box tests, the c' from PI correlations - how do i do get phi' critical?
also pwp measurements - we have on site piezometers - is all this enough for effective stress parameters for a sheet pile wall
Please advise
most appreciated
this test the lab ive scheduled the samples cant undertake due to internal back log. Clay samples are firm to stiff
Is there any combination of tests or test which will privide me with the same parameters.
The above test will prove me with c', phi' and phi critical (from what i understand)
the phi' i can get from small shear box tests, the c' from PI correlations - how do i do get phi' critical?
also pwp measurements - we have on site piezometers - is all this enough for effective stress parameters for a sheet pile wall
Please advise
most appreciated