Drilled shaft axial design values: Predicted versus measured response in a calcareous clay

Geotechnical Special Publication

Volumn , Issue 116 II, 2002, Pages 1518-1532

  Camp, W M ^a   Mayne, Paul W ^a   Brown, Dan A ^a  

^a S and ME Inc   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; CALCULATIONS; CLAY; LOAD TESTING; MECHANICAL VARIABLES MEASUREMENT; PERFORMANCE; SHEAR STRESS; SOIL MECHANICS; STRAIN GAGES; STRUCTURAL DESIGN;

AXIAL DESIGN; CALCAREOUS CLAY; DRILLED SHAFT; INSTRUMENTED AXIAL TEST SHAFTS; OSTERBERG CELLS; RESISTANCE TYPE STRAIN GAGES; SIDE SHEAR VALUES; STATNAMIC DEVICE; UNIT END BEARING VALUES;

BRIDGE PIERS;

EID: 0036182905     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40601(256)108     Document Type: Conference Paper

References (15)

1. Lateral load testing program for the Cooper River Bridge, Charleston, SC
2. Pile bearing capacity prediction by means of static penetrometer CPT
3. Construction method effects on axial drilled shaft performance
4. Load test program summary, Cooper River Bridge replacement project
5. Pile capacity by direct CPT and CPTu methods applied to 102 case histories
6. In-situ evaluation of Ko in Eastern Canada clays
7. Low power magnification photography of thin sections
8. Cooper Marl of South Carolina and its relation to the Hawthorn formation
9. Transmission line structure foundations for uplift-compression loading
10. Geology of the Charleston Phosphate Area, South Carolina
11. Stress-strain-strength-flow parameters from enhanced in-situ tests
12. Ko-OCR relationships in soil
13. Correlation between ultimate pile skin friction and CPT data