Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Proctor test

Status
Not open for further replies.

killswitchengage

Geotechnical
Joined
Jan 5, 2015
Messages
364
Location
DZ
Hi
why is it necessary to use 5 points in the proctor test , if 3 points can help you to find the optimum quiet easily
 
In some soil types, there is a "double peak" in the curve, with one peak lower than the "real" one.

Four points should be adequate to define a curve.
 
With non-cohesive soils, it's often better to have more than 4. Proctor tests on these soils can be a bit erratic.

Dik
 
FDOT now requires 5 points for LBR
 
for cohesive and non-cohesive? Clays in our environs give very consistent values.

Dik
 
Agree with dik that some soils require 5 points. I deal with coastal plains soils in Florida and sometimes it is necessary.

jmcc...correct for LBR....a special test relevant to Florida.
 
So kind of you to answer
can someone provide me with an example with a double curve phenomena and which material is it
 
Ok so Lee and Suedkamp 1972 studied the forms of proctor curve and they relate some of them to the liquid limit of the soil
Capture_nncfjw.png
Capture2_xdv5jm.png
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top