Search Results
| Search type | Search syntax |
|---|---|
| Tags | [tag] |
| Exact | "words here" |
| Author |
user:1234 user:me (yours) |
| Score |
score:3 (3+) score:0 (none) |
| Answers |
answers:3 (3+) answers:0 (none) isaccepted:yes hasaccepted:no inquestion:1234 |
| Views | views:250 |
| Code | code:"if (foo != bar)" |
| Sections |
title:apples body:"apples oranges" |
| URL | url:"*.example.com" |
| Saves | in:saves |
| Status |
closed:yes duplicate:no migrated:no wiki:no |
| Types |
is:question is:answer |
| Exclude |
-[tag] -apples |
| For more details on advanced search visit our help page | |
Results tagged with foundations
Search options answers only
not deleted
user 1832
4
votes
Accepted
Building Uplift due to water pressure
You can use pile foundations, where the piles dig deep into the soil and resist the uplift. …
- 13.1k
6
votes
Accepted
why are foundations designed at SLS
And it's not as if foundations have no factor of safety. In fact, theirs is usually the highest safety factor in the entire structure. … Concrete structures (other than their foundations) usually have a total safety factor of around 2, and steel structures of around 1.7. …
- 13.1k
3
votes
Accepted
Foundation Excavation: How much larger than the RCC footing?
I don't know of any code which defines this, but a one meter "working perimeter" around the footing is probably more than enough.
Regarding the slope of the excavation walls, that's trickier to defin …
- 13.1k
4
votes
How to model elastic support in FEM?
Foundations aren't my specialty, so I can't even say how significant the correction equation is. …
- 13.1k