Wave pressures and uplift forces on and scour around submarine pipeline in clayey soil

Ocean Engineering

Volumn 30, Issue 2, 2002, Pages 271-295

  Vijaya kumar, A ^a   Neelamani, S ^a   Narasimha Rao, S ^a  

^a INDIAN INSTITUTE OF TECHNOLOGY MADRAS   (India)

Author keywords

Consistency index; Pore water pressure; Relative burial depth; Scour depth; Submarine pipeline; Uplift force

Indexed keywords

CLAY; PIPELINES; SAND; WATER WAVES;

CONSISTENCY INDEX; UPLIFT FORCES;

OCEAN ENGINEERING;

PRESSURE; SCOUR; SUBMARINE PIPELINE; WAVE FORCE;

PRESSURE; SCOUR; SUBMARINE PIPELINE; WAVE FORCE;

EID: 0037055966     PISSN: 00298018     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0029-8018(02)00022-7     Document Type: Article

References (17)

1. Seepage force on a pipeline buried in a poroelastic seabed under wave loading
2. Effective stress response of a plane seabed under wave loading
3. Wave forces on bottom mounted large diameter cylinder
4. Wave forces on large offshore pipelines
5. Cohesive material erosion by unidirectional current
6. Scouring of cohesive soils
7. Wave-induced forces on buried pipelines
8. Wave forces on pipelines buried in permeable seabed
9. Wave-induced uplift force on a submarine pipeline buried in a compressible seabed
10. Wave-induced cyclic pore-pressure perturbation effects in hydrodynamic uplift force acting on submarine pipeline buried in seabed sediments
11. Wave-induced forces on buried pipelines
12. Erosion of mud/sand mixtures
13. Erodibility of coarse sand-clayey silt mixtures
14. Wave-induced pore pressures around submarine pipeline
15. Scour below pipeline in waves