Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

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

Toe Kickouts of Diaphragm Wall

Status
Not open for further replies.

priyainuk2009

Geotechnical
Jan 20, 2010
21
IN
In Diaphragm Wall analysis by FEM methods we found that Toe Kickout's are occuring giving significant movements.
Is this phenomenon has any impact on construction of Diaphragm wall and its further stability.
Please provide some suitable references on case studies of Toe Kickouts if available.
Thanks
Debasis

 
Replies continue below

Recommended for you

Sounds like you may need to place your anchors a bit more tightly spaced; and try and get one near the toe. How deep is your toe? Also, 1) what thickness wall have you used? 2) Did you use cracked concrete properties. 3) What is your criteria for "significant movement"?

Do you have a section cut of what you are trying to model?
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top