Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Re: Permanent Solution to Frozen Ground

[Subject Prev][Subject Next][Thread Prev][Thread Next]

Thanks for you feedback. Can you elaborate on how a direction bore would help. Is this just giving me straight-in holes to fill with a heating element, or did you have something else in mind?


On 2014-10-03 08:21, Jorge Du Quesne wrote:
This message was sent by Jorge Du Quesne jorge200(--nospam--at)

We have two types of horizontal borings here.  A jack and bore and a
directional bore.  A directional bore company sounds like it would be
a good option for you.

On 10/3/2014 5:25 AM, seaint06(--nospam--at) wrote:
I have a client with a spiral freezer that has ground heave below the freezer. I'm looking for a way to thaw the ground and keep it thawed.

The freezer is on a concrete slab on ground. The slab steps up about 2 feet at the front of the freezer. Around the other 3 sides the slab is level with the freezer floor. I can see the concrete wall of the 2 feet step rotating outward due to the frozen soil below the freezer. I can also tell the freezer has lifted by observing the top of the freezer at the front. Since I have this 2 feet step I looking for a way to horizontally drill below the freezer and insert some heating elements to thaw the ground. I don't think a liquid or air system is feasible as I can only drill from the front and the loop needed for air or liquid would not be feasible. I'm thinking it needs to be some type

Truncated 386 characters in the previous message to save energy.

Post your message to the list by sending it to: SEAINT-SEAOSC(--nospam--at)

The email messages sent to the list will be saved in an archive on the World Wide Web.
These archives are located at:

To contact the list owner, send your message to:

Sponsored By: Pacific Structural & Forensic Engineers Group, Inc. (PSFEG)

To unsubscribe, switch to/from digest, get on/off vacation, or change your email address, click here.