Full-scale pipe-soil interaction tests

Proceedings of the Annual Offshore Technology Conference

Volumn 1986-May, Issue , 1986, Pages

  Brennodden, H ^a   Sveggen, O ^b   Wagner, D A ^c   Murff, J D ^c  

^a SINTEF   (Norway)

^b STATOIL   (Norway)

^c EXXONMOBIL UPSTREAM RESEARCH COMPANY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONSOLIDATION; OFFSHORE OIL WELL PRODUCTION; SAND; SOILS; TEST FACILITIES;

FULL-SCALE PIPE; LABORATORY TEST; LARGE AMPLITUDE; MONOTONIC LOADING; OFFSHORE SOILS; OSCILLATORY MOTION; SILTY FINE SAND; SOIL PREPARATION;

OFFSHORE TECHNOLOGY;

EID: 84954218685     PISSN: 01603663     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.4043/5338-ms     Document Type: Conference Paper

References (4)

1. Karal, K., "Lateral Stability of Submarine Pipelines, " Proc. 9th Offshore Technology Conference, Houston, Texas, OTC 2967 pp. 71-78, "May, 1977.
2. Karal, K., "Time Effect on the Lateral Soil Resistance to Pipeline Movement, " Second International Offshore "Mechanics and Arctic Engineering Symposium, Houston, Texas, pp. 504-509, February, 1983.
3. Lambrakos, K.F., "Marine Pipeline-Soil Friction Coefficients from In-Situ Testing, " Ocean Engineering, Vol. 12, No. 2, pp. 131-150, 1985.
4. Lyons, C.G., "Soil Resistance to Lateral Sliding of Marine Pipelines, " Proc. 5th Offshore Technology Conference, Houston, Texas, OTC 1876, pp. 479-484, May, 1973.