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Foundation engineering

Myoho
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  • Question Question
Pile cap rebar debonded too far beyond cut off level
Replies
3
Views
448
civilperson
civilperson
ohyeh
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  • Question Question
slab on grade vs. spread footing
Replies
4
Views
416
oldestguy
oldestguy
phuduhudu
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  • Question Question
Free swell test
Replies
11
Views
560
Patgeotech
Patgeotech
yahoo123
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  • Question Question
What is plasticity index?
Replies
4
Views
3K
fattdad
fattdad
geodan
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  • Question Question
CPT pwp dissapation rate
Replies
1
Views
125
SmokeyBear
SmokeyBear
piutehowie
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  • Question Question
Cleaning holes for end-bearing piles
Replies
12
Views
1K
Mccoy
Mccoy
haynewp
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  • Question Question
Belled pier heave
Replies
6
Views
278
haynewp
haynewp
hopetolearn
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  • Question Question
Radial influence from drilled pier (caisson)
Replies
2
Views
133
miecz
miecz
Calif
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  • Question Question
Schmertmann and Hartmann Equation for settlement
Replies
2
Views
200
Calif
Calif
king48
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  • Question Question
Foundation walls
Replies
2
Views
231
msquared48
msquared48
laneng
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  • Question Question
Auger Cast Piles in Louisiana
Replies
3
Views
269
jdonville
jdonville
NewNorthernGeotech
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  • Question Question
Why is water drawn into overlying soils during compaction??
Replies
5
Views
486
BigH
BigH
ohyeh
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  • Question Question
foundation design on structural fill
Replies
2
Views
193
BigH
BigH
jdonville
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  • News News
FHWA Releases GEC No. 8 - CFA Piles
Replies
1
Views
150
GeoPerson
GeoPerson
dgn1012
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  • Question Question
Tremie placement with SCC
Replies
4
Views
704
GeoPerson
GeoPerson
1SEngineer
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  • Question Question
Monolithic Pad Footing Bearing Capacity
Replies
6
Views
307
1SEngineer
1SEngineer
aquacata
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  • Question Question
Anchor rod minimum embedment length
Replies
1
Views
146
DaveAtkins
DaveAtkins
craigmcg
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  • Question Question
Broms Lateral Pile Analysis
Replies
2
Views
546
Panars
Panars
ohyeh
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  • Question Question
settlement gauge
Replies
3
Views
259
jdonville
jdonville
haynewp
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  • Question Question
Grade Beams, Drilled Shafts and Expansive Clay
Replies
4
Views
355
JAE
JAE
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