-
1
-
-
33745281634
-
"Design, construction, operation, and maintenance of offshore hydrocarbon pipelines"
-
American Petroleum Institute (API)
-
American Petroleum Institute (API). (1998). "Design, construction, operation, and maintenance of offshore hydrocarbon pipelines." API RP1111.American Petroleum Institute (API). (1998). "Design, construction, operation, and maintenance of offshore hydrocarbon pipelines." API RP1111.
-
(1998)
API RP1111
-
-
-
2
-
-
33745251366
-
"ASCE preliminary research on pipeline flotation: Report of the Pipeline Flotation Research Council"
-
ASCE Pipeline Flotation Research Council. JPLEAZ0569-8014
-
ASCE Pipeline Flotation Research Council. (1966). "ASCE preliminary research on pipeline flotation: Report of the Pipeline Flotation Research Council." J. Pipeline Div., Am. Soc. Civ. Eng. JPLEAZ0569-8014, 92(1), 27-74.
-
(1966)
J. Pipeline Div., Am. Soc. Civ. Eng.
, vol.92
, Issue.1
, pp. 27-74
-
-
-
3
-
-
0345643551
-
"General theory of three-dimensional consolidation"
-
JAPIAU0021-897910.1063/1.1712886
-
Biot, M. A. (1941). "General theory of three-dimensional consolidation." J. Appl. Phys. JAPIAU0021-897910.1063/1.1712886, 12, 155-164.
-
(1941)
J. Appl. Phys.
, vol.12
, pp. 155-164
-
-
Biot, M.A.1
-
4
-
-
0003817448
-
"Code of practice for pipelines - Part 3. Pipelines subsea: Design, construction and installation"
-
British Standards Institute (BSI). BS8010, London
-
British Standards Institute (BSI). (1993). "Code of practice for pipelines - Part 3. Pipelines subsea: Design, construction and installation." BS8010, London.British Standards Institute (BSI). (1993). "Code of practice for pipelines-Part 3. Pipelines subsea: Design, construction and installation." BS8010, London.
-
(1993)
-
-
-
5
-
-
0015941355
-
"Large diameter underwater pipeline for nuclear plant designed against soil liquefaction"
-
OTC 2094, Houston
-
Christian, J. T., Taylor, P. K., Yen, J. K. C., and Erali, D. R. (1974). "Large diameter underwater pipeline for nuclear plant designed against soil liquefaction." Proc., Offshore Technology Conf., OTC 2094, Houston, 597-606.
-
(1974)
Proc., Offshore Technology Conf.
, pp. 597-606
-
-
Christian, J.T.1
Taylor, P.K.2
Yen, J.K.C.3
Erali, D.R.4
-
6
-
-
0345603490
-
"Pipeline stability on a mobile and liquefied seabed: A discussion of magnitudes and engineering implications"
-
ASME, Rio de Janeiro, Brazil
-
Damgaard, J. S., and Palmer, A. C. (2001). "Pipeline stability on a mobile and liquefied seabed: A discussion of magnitudes and engineering implications." Proc., 20th Int. Conf. on Offshore Mechanics and Arctic Engineering, ASME, Rio de Janeiro, Brazil.
-
(2001)
Proc., 20th Int. Conf. on Offshore Mechanics and Arctic Engineering
-
-
Damgaard, J.S.1
Palmer, A.C.2
-
7
-
-
0016993267
-
"Sand liquefaction in large-scale simple shear tests"
-
ZZZZZZ0093-6405
-
De Alba, P. D., Chan, C. K., and Seed, H. B. (1976). "Sand liquefaction in large-scale simple shear tests." J. Geotech. Eng. Div., Am. Soc. Civ. Eng. ZZZZZZ0093-6405, 102(9), 909-927.
-
(1976)
J. Geotech. Eng. Div., Am. Soc. Civ. Eng.
, vol.102
, Issue.9
, pp. 909-927
-
-
De Alba, P.D.1
Chan, C.K.2
Seed, H.B.3
-
8
-
-
0343484044
-
"Liquefaction of trench fill around a pipeline in the seabed"
-
London
-
de Groot, M. B., and Meijers, P. (1992). "Liquefaction of trench fill around a pipeline in the seabed." Proc., BOSS 92: Behaviour of Offshore Structures, London, 1333-1344.
-
(1992)
Proc., BOSS 92: Behaviour of Offshore Structures
, pp. 1333-1344
-
-
de Groot, M.B.1
Meijers, P.2
-
9
-
-
33745233301
-
"Physics of liquefaction phenomena around marine structures"
-
JWPED50733-950X
-
de Groot, M. B., Bolton, M. D., Foray, P., Meijers, P., Palmer, A. C., Sandven, R., Sawicki, A., and Teh, T. C. (2006). "Physics of liquefaction phenomena around marine structures." J. Waterw., Port, Coastal, Ocean Eng. JWPED50733-950X, 132(4), 227-243.
-
(2006)
J. Waterw., Port, Coastal, Ocean Eng.
, vol.132
, Issue.4
, pp. 227-243
-
-
de Groot, M.B.1
Bolton, M.D.2
Foray, P.3
Meijers, P.4
Palmer, A.C.5
Sandven, R.6
Sawicki, A.7
Teh, T.C.8
-
10
-
-
0003661202
-
"Liquefaction of cohesive sediments caused by waves"
-
Ph.D thesis, Delft University Press, Delft, The Netherlands
-
de Wit, P. J. (1995). "Liquefaction of cohesive sediments caused by waves." Ph.D thesis, Delft University Press, Delft, The Netherlands.
-
(1995)
-
-
de Wit, P.J.1
-
11
-
-
33745269149
-
"On-bottom stability design of submarine pipelines"
-
Det Norske Veritas (DNV)
-
Det Norske Veritas (DNV). (1988). "On-bottom stability design of submarine pipelines." DNV RP E305.
-
(1988)
DNV RP E305
-
-
-
12
-
-
33745261612
-
"Numerical modelling of wave-induced liquefaction around pipelines"
-
JWPED50733-950X
-
Dunn, S. L., Vun, P. L., Chan, A. H. C., and Damgaard, J. S. (2006). "Numerical modelling of wave-induced liquefaction around pipelines." J. Waterw., Port, Coastal, Ocean Eng. JWPED50733-950X, 132(4), 276-288.
-
(2006)
J. Waterw., Port, Coastal, Ocean Eng.
, vol.132
, Issue.4
, pp. 276-288
-
-
Dunn, S.L.1
Vun, P.L.2
Chan, A.H.C.3
Damgaard, J.S.4
-
13
-
-
33745235543
-
"Fluid-soil-structure interaction in liquefaction around a cyclically moving cylinder"
-
JWPED50733-950X
-
Foray, P., Bonjean, D., Michallet, H., and Mory, M. (2006). "Fluid-soil-structure interaction in liquefaction around a cyclically moving cylinder." J. Waterw., Port, Coastal, Ocean Eng. JWPED50733-950X, 132(4), 289-299.
-
(2006)
J. Waterw., Port, Coastal, Ocean Eng.
, vol.132
, Issue.4
, pp. 289-299
-
-
Foray, P.1
Bonjean, D.2
Michallet, H.3
Mory, M.4
-
15
-
-
85040500312
-
"Modelling of liquefaction scour and natural backfilling process in relation to marine pipelines"
-
Copenhagen, Denmark
-
Gravesen, H., and Fredsøe, J. (1983). "Modelling of liquefaction scour and natural backfilling process in relation to marine pipelines." Proc., Seminar of Offshore Oil and Gas Pipeline Technology, Copenhagen, Denmark.
-
(1983)
Proc., Seminar of Offshore Oil and Gas Pipeline Technology
-
-
Gravesen, H.1
Fredsøe, J.2
-
16
-
-
0028666928
-
"Wave-Induced soil response in an unsaturated anisotropic seabed of infinite thickness"
-
IJNGDZ0363-906110.1002/nag.1610181104
-
Hsu, J. R. S., and Jeng, D. S. (1994). "Wave-Induced soil response in an unsaturated anisotropic seabed of infinite thickness." Int. J. Numer. Analyt. Meth. Geomech. IJNGDZ0363-906110.1002/nag.1610181104, 18, 785-807.
-
(1994)
Int. J. Numer. Analyt. Meth. Geomech.
, vol.18
, pp. 785-807
-
-
Hsu, J.R.S.1
Jeng, D.S.2
-
17
-
-
0004069777
-
-
E&FN Spon, London
-
Lunne, T., Robertson, P. K., and Powell, J. J. M. (1997). Cone penetration testing in geotechnical practice, E&FN Spon, London.
-
(1997)
Cone Penetration Testing in Geotechnical Practice
-
-
Lunne, T.1
Robertson, P.K.2
Powell, J.J.M.3
-
18
-
-
0033237908
-
"Flotation of buried pipeline under cyclic loading of water pressure"
-
Brest, France
-
Maeno, S., Magda, W., and Nago, H. (1999). "Flotation of buried pipeline under cyclic loading of water pressure." Proc., 9th Int. Offshore and Polar Engineering Conf. and Exhibition, Vol. II, Brest, France, 217-225.
-
(1999)
Proc., 9th Int. Offshore and Polar Engineering Conf. and Exhibition
, vol.2
, pp. 217-225
-
-
Maeno, S.1
Magda, W.2
Nago, H.3
-
19
-
-
0024607465
-
"Wave-induced pore water pressure accumulation in marine soils"
-
JMOEEX0892-7219
-
McDougal, W. G., Tsai, Y. T., Liu, P. L.-F., and Clukey, E. C. (1989). "Wave-induced pore water pressure accumulation in marine soils." J. Offshore Mech. Arct. Eng. JMOEEX0892-7219, 111, 1-11.
-
(1989)
J. Offshore Mech. Arct. Eng.
, vol.111
, pp. 1-11
-
-
McDougal, W.G.1
Tsai, Y.T.2
Liu, P.L.-F.3
Clukey, E.C.4
-
20
-
-
0344463441
-
"A flaw in the conventional approach to stability design of pipelines"
-
Amsterdam, The Netherlands
-
Palmer, A. C. (1996). "A flaw in the conventional approach to stability design of pipelines." Proc., Offshore Pipeline Technology Conf., Amsterdam, The Netherlands.
-
(1996)
Proc., Offshore Pipeline Technology Conf.
-
-
Palmer, A.C.1
-
21
-
-
0000617281
-
"Sand liquefaction under cyclic loading simple shear conditions"
-
JSFEAQ0044-7994
-
Peacock, W. H., and Seed, H. B. (1968). "Sand liquefaction under cyclic loading simple shear conditions." J. Soil Mech. Found. Div. JSFEAQ0044-7994, 94(3), 689-708.
-
(1968)
J. Soil Mech. Found. Div.
, vol.94
, Issue.3
, pp. 689-708
-
-
Peacock, W.H.1
Seed, H.B.2
-
23
-
-
0030665461
-
-
Port & Harbour Research Institute. A. A. Balkema, Rotterdam, The Netherlands
-
Port & Harbour Research Institute. (1997). Handbook on liquefaction and remediation of reclaimed land, A. A. Balkema, Rotterdam, The Netherlands.
-
(1997)
Handbook on Liquefaction and Remediation of Reclaimed Land
-
-
-
24
-
-
0027224585
-
"Field observation of wave-induced porewater pressures"
-
ASCE, New York
-
Sakai, T., Mase, H., Cox, D. T., and Ueda, Y. (1992). "Field observation of wave-induced porewater pressures." Proc., Int. Coastal Eng. Conf., ASCE, New York, 2397-2410.
-
(1992)
Proc., Int. Coastal Eng. Conf.
, pp. 2397-2410
-
-
Sakai, T.1
Mase, H.2
Cox, D.T.3
Ueda, Y.4
-
25
-
-
0006961828
-
"Recent advances in soil liquefaction engineering and seismic site response evaluation"
-
Paper SPL-2, San Diego
-
Seed, R. B., Cetin, K. O., Moss, R. E. S., Kammerer, A., Wu, J., Pestana, J., and Riemer, M. (2001). "Recent advances in soil liquefaction engineering and seismic site response evaluation." Proc., 4th Int. Conf. and Symp. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, Paper SPL-2, San Diego.
-
(2001)
Proc., 4th Int. Conf. and Symp. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
-
-
Seed, R.B.1
Cetin, K.O.2
Moss, R.E.S.3
Kammerer, A.4
Wu, J.5
Pestana, J.6
Riemer, M.7
-
26
-
-
0018061239
-
"Wave-induced pore pressure in relation to ocean floor stability of cohesionless soil"
-
MGGEEI1064-119X
-
Seed, H. B., and Rahman, M. S. (1978). "Wave-induced pore pressure in relation to ocean floor stability of cohesionless soil." Mar. Geotech. MGGEEI1064-119X, 3(2), 123-150.
-
(1978)
Mar. Geotech.
, vol.3
, Issue.2
, pp. 123-150
-
-
Seed, H.B.1
Rahman, M.S.2
-
27
-
-
0018060591
-
"Pore-pressure prediction during earthquake loadings"
-
SOIFBE0038-0806
-
Sherif, M. A., Ishibashi, I., and Tsuchiya, C. (1978). "Pore-pressure prediction during earthquake loadings." Soils Found. SOIFBE0038-0806, 18(4), 19-30.
-
(1978)
Soils Found.
, vol.18
, Issue.4
, pp. 19-30
-
-
Sherif, M.A.1
Ishibashi, I.2
Tsuchiya, C.3
-
28
-
-
33745266989
-
"Wave induced liquefaction of seabed below pipeline"
-
Delft, The Netherlands
-
Silvis, F. (1990). "Wave induced liquefaction of seabed below pipeline." Proc., Young Geotechnical Engineers' Conf., Delft, The Netherlands.
-
(1990)
Proc., Young Geotechnical Engineers' Conf.
-
-
Silvis, F.1
-
29
-
-
0026992484
-
"On a horizontal cylinder resting on a sand bed under waves and current"
-
IOPEE71053-5381
-
Stansby, P. K., and Starr, P. (1992). "On a horizontal cylinder resting on a sand bed under waves and current." Int. J. Offshore Polar Eng. IOPEE71053-5381, 2(4), 262-266.
-
(1992)
Int. J. Offshore Polar Eng
, vol.2
, Issue.4
, pp. 262-266
-
-
Stansby, P.K.1
Starr, P.2
-
30
-
-
0042095122
-
-
World Scientific, River Edge, N.J
-
Sumer, B. M., and Fredsøe, J. (2002). The mechanics of scour in the marine environment, World Scientific, River Edge, N.J.
-
(2002)
The Mechanics of Cour in the Marine Environment
-
-
Sumer, B.M.1
Fredsøe, J.2
-
31
-
-
0033451077
-
"Sinking/flotation of pipelines and other objects in liquefied soil under waves"
-
COENDE0378-383910.1016/S0378-3839(99)00024-1
-
Sumer, B. M., Fredsøe, J., Christensen, S., and Lind, M. T. (1999). "Sinking/flotation of pipelines and other objects in liquefied soil under waves." Coastal Eng. COENDE0378-383910.1016/ S0378-3839(99)00024-1, 38, 53-90.
-
(1999)
Coastal Eng.
, vol.38
, pp. 53-90
-
-
Sumer, B.M.1
Fredsøe, J.2
Christensen, S.3
Lind, M.T.4
-
32
-
-
33745233080
-
"Liquefaction around pipelines under waves"
-
JWPED50733-950X
-
Sumer, B. M., Truelsen, C., and Fredsøe, J. (2006a). "Liquefaction around pipelines under waves." J. Waterw., Port, Coastal, Ocean Eng. JWPED50733-950X, 132(4), 266-275.
-
(2006)
J. Waterw., Port, Coastal, Ocean Eng.
, vol.132
, Issue.4
, pp. 266-275
-
-
Sumer, B.M.1
Truelsen, C.2
Fredsøe, J.3
-
33
-
-
33745255701
-
"Critical flotation density of pipelines in soils liquefied by waves and density of liquefied soils"
-
JWPED50733-950X
-
Sumer, B. M., Hatipoglu, F., Fredsøe, J., and Hansen, N.-E. O. (2006b). "Critical flotation density of pipelines in soils liquefied by waves and density of liquefied soils." J. Waterw., Port, Coastal, Ocean Eng. JWPED50733-950X, 132(4), 252-265.
-
(2006)
J. Waterw., Port, Coastal, Ocean Eng.
, vol.132
, Issue.4
, pp. 252-265
-
-
Sumer, B.M.1
Hatipoglu, F.2
Fredsøe, J.3
Hansen, N.-E.O.4
-
34
-
-
33745240904
-
"The sequence of soil behaviour during wave liquefaction"
-
in press
-
Sumer, B. M., Hatipoglu, F., and Fredsøe, J. (2006c). "The sequence of soil behaviour during wave liquefaction." J. Waterw., Port, Coastal, Ocean Eng., in press.
-
(2006)
J. Waterw., Port, Coastal, Ocean Eng.
-
-
Sumer, B.M.1
Hatipoglu, F.2
Fredsøe, J.3
-
35
-
-
33745253431
-
"The stability of submarine pipelines on liquefied seabeds"
-
JWPED50733-950X
-
Teh, T. C., Palmer, A., Bolton, M. D., and Damgaard, J. (2006). "The stability of submarine pipelines on liquefied seabeds." J. Waterw., Port, Coastal, Ocean Eng. JWPED50733-950X, 132(4), 244-251.
-
(2006)
J. Waterw., Port, Coastal, Ocean Eng.
, vol.132
, Issue.4
, pp. 244-251
-
-
Teh, T.C.1
Palmer, A.2
Bolton, M.D.3
Damgaard, J.4
-
36
-
-
0344553362
-
"Experimental study of marine pipelines on unstable and liquefied seabed"
-
COENDE0378-3839
-
Teh, T. C., Palmer, A., and Damgaard, J. (2003). "Experimental study of marine pipelines on unstable and liquefied seabed." Coastal Eng. COENDE0378-3839, 50, 1-17.
-
(2003)
Coastal Eng.
, vol.50
, pp. 1-17
-
-
Teh, T.C.1
Palmer, A.2
Damgaard, J.3
-
37
-
-
0041965294
-
"Wave-induced liquefaction in a permeable seabed"
-
Japan
-
Zen, K., and Yamazaki, H. (1993). "Wave-induced liquefaction in a permeable seabed." Rep. of the Port and Harbour Research Institute, Japan, Vol. 31, No. 5, 155-192.
-
(1993)
Rep. of the Port and Harbour Research Institute
, vol.31
, Issue.5
, pp. 155-192
-
-
Zen, K.1
Yamazaki, H.2
|