Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

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

Frozen Subgrade 2

Status
Not open for further replies.

kelta

Civil/Environmental
Dec 15, 2004
1
Does anyone have any experience with frost in a recently lime stabilized soil. We require proof-rooling of the raod subgrade and frost entered the soil soon after compaction.
The frost appears to have has hardened the soil and we believe the proof-rolling will not be indicative of the true soil properties. Thanks
 
Replies continue below

Recommended for you

You will have to wait until it thaws. In Chicago, we once lime stabilized a clay in Nov when it was freezing and had to wait until the Spring to proof roll it (it held up great).
 
You're both right-proofroll won't detect frost and we will have to wait until spring. Most times the stabilized road subgrade puffs up about 1" for every 18" lime-stabilized thickness. Often, the contractor grades an inch low, so that the modified subgrade is at proposed elevation and doesn't require much fine tuning.

A member of
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor