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2 votes
2 answers
84 views

Water flow near dam geomechanics

I have basic Geomechanics question , one of the drawing is true and the others are wrong , which one ? , explain why the others are wrong . First one wrong because the number of squares are not equal ...
Razi Awad's user avatar
1 vote
0 answers
34 views

Effect of area spring at slab on column

Say that a simple building is supported by 4 columns , the column sitting on base slab. I assigned some sort of area spring to the base slab. When the area spring assigned is higher, this cause the ...
utk2366's user avatar
  • 61
0 votes
1 answer
162 views

Distance of raft foundation outwards

Can you tell me (for USA) which code (or standard or guide) and in it where exactly I can see the distance required for the raft foundation, as far as how much it should extend horizontally beyond the ...
upstream's user avatar
  • 462
1 vote
1 answer
51 views

When settlement criteria of a foundation is satisfied, bearing criteria is also automatically satisfied?

We design the foundations to settlement criteria than bearing correct? Because settlement criteria is stricter? I mean, can there be an example where the settlement criteria is satisfied but bearing ...
upstream's user avatar
  • 462
0 votes
1 answer
87 views

Missing items in geotechnical reports [closed]

In your experience, what items that should be in geotechnical reports are sometimes missing, and what do you do in that case, can you provide example? Do we look at codes or make best guess and based ...
upstream's user avatar
  • 462
1 vote
1 answer
56 views

The best foundation type?

What are the best foundation type for a construction in the city and earthquake prone area? If bored pile foundation is the best, which type is the best, square, circle? what are the considerations of ...
Cindy.Karina9's user avatar
1 vote
2 answers
203 views

what means Probablity of event excedence of so many years

I like to know about occurrence of earthquake events when we say that earthquake of 0.5 g will occur in 50 years in excedence of.
Hussain Ahmad's user avatar
1 vote
1 answer
9k views

At what level is the Grade Beam most effective at pile cap level or at Slab-on-grade level?

The primary two functions of a Grade/Tie Beam in spread footing and/or pile caps foundation system is to support the Slab-On-Grade (S.O.G) and/or to take the moment from eccentric footing (or moment ...
J.Daou's user avatar
  • 503
4 votes
1 answer
2k views

How do you convert "kps" to Pounds per Square Foot (psf)? [closed]

I'm looking at a soil bearing capacity report, which has a column labeled "kips" and the values are followed by "kps". A "kip" is 1000 pounds, but I'm not sure how to convert from "kps" to psf. The ...
Nick's user avatar
  • 141
8 votes
1 answer
887 views

Why is this construction site pouring gravel over a wire mesh, and then covering it with dirt?

My office is afforded a prime view of a construction project where the workers are currently covering the leveled ground in a wire mesh, raking gravel across the entire mesh, and then covering that ...
TylerH's user avatar
  • 187
3 votes
1 answer
516 views

What is a safe soil load to avoid settlement?

For residential design, looking at IBC 2012 Table 1806.2 it seems a safe soil load to design for is 1500 psf if you want to save time and cost isn't yet an issue. (assuming you're not building on a ...
thejonster's user avatar
1 vote
1 answer
51 views

Load conversion for geotech problem

This is a basic question but for some reason it has me stumped. I am modeling a continuous load on a soil layer on a commercial FEA package. This is a plane strain problem where the layer is modelled ...
user32882's user avatar
  • 573
2 votes
1 answer
2k views

To Which distance Punching Shear Reinforcement is placed in Mat Foundation?

As I know, a thinner mat may be possible by providing a nominal amount of vertical reinforcement as compared to a mat without vertical reinforcement, the vertical reinforcement is used to resist ...
J.Daou's user avatar
  • 503
2 votes
1 answer
3k views

Postion of overturning moment for retaining wall

I sometimes design my retaining walls with longer toes and heels, this is because in my FEA program, when I pull my footing under my wall towards the toe, I get lower pressures on my soil (springs) ...
user2817017's user avatar
2 votes
3 answers
1k views

Base or foundation?

Please help, what is the correct term for: The bottom/foot part of building or structure which carries loads from the building/structure and transfers the loads to the soil/earth/ground beneath it? ...
Igor Averbukh's user avatar

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