Determining the true distributions of load in instrumented piles

Geotechnical Special Publication

Volumn , Issue 116 II, 2002, Pages 1455-1470

  Fellenius, Bengt H ^a  

^a Urkkada Technology Ltd   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSION TESTING; LOAD TESTING; PILE FOUNDATIONS; SOIL MECHANICS; STRAIN GAGES; STRUCTURAL DESIGN;

CRITICAL DEPTH; LOAD DISTRIBUTION; RESIDUAL LOAD; SHAFT RESISTANCE;

PILES;

EID: 0036175728     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40601(256)104     Document Type: Conference Paper

References (14)

1. Long-term increase in shaft capacity of non-cohesive soils
2. Long-term increase in shaft capacity of non-cohesive soils
3. Drilled shafts for bridge foundations
4. Piles in sand: A method including residual stresses
5. The critical depth. How it came into being and why it does not exist
6. Side resistance in piles and drilled shafts
7. Load tests on friction piles in loose sand
8. The behavior of long piles under compressive loads in sand
9. The effects of residual driving stresses on pile performance under axial load
10. Measurements of pile load transfer
11. Pile freeze, a field and laboratory study
12. Bearing capacity of piles in cohesionless soils
13. The Osterberg test method for bored and driven piles. The first ten years