Tilt table test for interface shear resistance between flowlines and soils

Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE

Volumn 3, Issue , 2003, Pages 859-866

  Najjar, Shadi S ^a   Liedtke, Eric A ^b   Gilbert, Robert B ^a   McCarron, Bill ^c  

^a UNIVERSITY OF TEXAS AT AUSTIN   (United States)

^b BP AMERICA INC   (United States)

^c ASGM Engineering   (United States)

Author keywords

Flowline; Polymeric coating; Residual strength; Shear strength; Soil; Tilt table

Indexed keywords

RESIDUAL STRENGTH; SHEAR RESISTANCE;

BUCKLING; INTERFACES (MATERIALS); LOADS (FORCES); MARINE RISERS; PROBLEM SOLVING; SHEAR STRENGTH; SOILS; STRESSES;

FLOWLINES;

EID: 0344308299     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1115/OMAE2003-37499     Document Type: Conference Paper

References (4)

1. Liu, C. N., Gilbert, R. B., Thiel R. S., Wright, S. G., 1997, "What is an Appropriate Factor of Safety for Landfill Cover Slopes," Proceedings, Geosynthetics '97, Long Beach, California, pp. 481-496.
2. Pederson, R. C., Olson, R. E., Rauch, A. F., 2002, "Shear and Interface Strength of Clay at Very Low Effective Stress," Geotechnical Testing Journal, ASTM, in press.
3. ASTM D 3080, 1990, "Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Condtions," ASTM, Philadelphia, Pa.
4. Stark, T. D., Eid, H. T., 1997, "Slope Stability Analysis in Stiff Fissured Clays," Journal of Geotechnical and Geoenvironmental Engineering, 123, No. 4, pp. 335-343.