Lateral-stability of submarine pipelines

Proceedings of the Annual Offshore Technology Conference

Volumn 1977-May, Issue , 1977, Pages 71-78

  Karal, Karel ^a  

^a NORWEGIAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Norway)

Author keywords

[No Author keywords available]

Indexed keywords

OFFSHORE OIL WELL PRODUCTION; SUBMARINE PIPELINES; SUBMARINES; HYDRODYNAMICS; SOIL MECHANICS - PLASTICITY; STRUCTURAL ANALYSIS - STABILITY;

COULOMB FRICTIONS; GEOTECHNICAL STABILITY; LATERAL RESISTANCE; LATERAL STABILITY; MATERIAL PARAMETER; PERFECT PLASTICITY; UPPER BOUND APPROACH;

OFFSHORE TECHNOLOGY; PIPELINES;

EID: 84930118935     PISSN: 01603663     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.4043/2967-ms     Document Type: Conference Paper

References (7)

1. Chen, W. F.: "Soil mechanics and theorems of limit analysis", J. Soil Mech. Found. Div. ASCE (1969), Vol. 95, SM2, 493-518.
2. Chen, W. F.: Limit Analysis and Soil Plasticity, Elsevier Co., Amsterdam (1975).
3. Finn, W. D. L.: "Application of limit plasticity in soil mechanics", J. Soil Mech. Found. Div. ASCE, (1967), Vol. 93, SM5, 101-119.
4. Janbu, N.: "Shear strength and stability of soils", Norwegian Geotechnical Insitute, Oslo, (1973).
5. Jones, W.: "On-bottom pipeline stability in steady water currents", OTC paper 2598 (1976) 763-778.
6. Karal, K.: "Lateral stability of submarine pipelines", Internal report (1976), River and Harbour Laboratory, Trondheim, Norway.
7. Lyons, C. G.: "Soil resistance to lateral sliding of marine pipelines", OTC paper 1876 (1973) Vol. II, 479-484.