Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

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

Overturning Factor in Retaining Walls with Bored Pile

Status
Not open for further replies.
101Mandalorian

101Mandalorian

Geotechnical
Apr 25, 2024
1
What mechanisms prevent retaining walls with bore piles from overturning?
 
Replies continue below

Recommended for you

Sort by date Sort by votes
They are designed to resist overturning. The bored piles are designed either to cantilever without any additional support beyond passive resistance; or they are designed with some type of lateral support, such as tieback anchors, bracing, or an attached structure.

 
Upvote 0 Downvote
Status
Not open for further replies.

Similar threads

L
  • Locked
  • Question
Bored pier adjacent existing pier
Replies
0
Views
785
LukeWarmBath
L
AndBre44
  • Locked
  • Question
Tiered Retaining Wall with Geofabric
Replies
2
Views
682
EireChch
EireChch
Zack L
  • Question
Wall friction and its affect on sheet piles
Replies
2
Views
2K
EireChch
EireChch
KCOLLINS1
  • Locked
  • Question
pouring mud mat in water 4
Replies
11
Views
618
swazimatt
swazimatt
Z
  • Question
What is the maximum possible backfill angle or in other words If the backfill angle exceeds angle of friction, how to calculate lateral earth pressure
Replies
2
Views
2K
EireChch
EireChch

Part and Inventory Search

Sponsor

Back
Top Bottom