×
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

Log In

Come Join Us!

Are you an
Engineering professional?
Join Eng-Tips Forums!
  • Talk With Other Members
  • Be Notified Of Responses
    To Your Posts
  • Keyword Search
  • One-Click Access To Your
    Favorite Forums
  • Automated Signatures
    On Your Posts
  • Best Of All, It's Free!

*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail.

Posting Guidelines

Promoting, selling, recruiting, coursework and thesis posting is forbidden.

Students Click Here

Anchored wall in collapsible soil

Anchored wall in collapsible soil

Anchored wall in collapsible soil

(OP)
Hi everyone,

We are going to stabilize an excavation using anchored wall, at depth 10m we faced collapsible soil which I think it should be loose GP withoud any cohesion, our hole length is 17m and when we drill with 10 degree slope at length 6-7 m hole collapses and it is imposible to go further and install strands into the hole, is there anybody to to help me what the best solution is and has anybody encountered the same situation and what was the solution? by the way we intend to apply a 60 ton load at the strands so it is important to use strands not monobar or sth els.

Regards
Replies continue below

Recommended for you

RE: Anchored wall in collapsible soil

You might want to consider employing 51 mm self drilling hollow bars , drilling and grouting simultaneously.

RE: Anchored wall in collapsible soil

These bars can be pre-stressed to 60 t.

RE: Anchored wall in collapsible soil

Usually in unstable ground a casing is advanced along with the drilling. Some use of injecting an agent with cementing capabilities is done in tunneling through clean sands, then followed by the excavation, without casing. There are firms in the US that do this. One of the old time cementing agents for this is "water glass". Even lignin from paper making works some in this regard. I'd look to the injecting method first, then do your job.

Red Flag This Post

Please let us know here why this post is inappropriate. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework.

Red Flag Submitted

Thank you for helping keep Eng-Tips Forums free from inappropriate posts.
The Eng-Tips staff will check this out and take appropriate action.

Reply To This Thread

Posting in the Eng-Tips forums is a member-only feature.

Click Here to join Eng-Tips and talk with other members! Already a Member? Login



News


Close Box

Join Eng-Tips® Today!

Join your peers on the Internet's largest technical engineering professional community.
It's easy to join and it's free.

Here's Why Members Love Eng-Tips Forums:

Register now while it's still free!

Already a member? Close this window and log in.

Join Us             Close