Liquefaction potential of coastal slopes induced by solitary waves

Acta Geotechnica

Volumn 4, Issue 1, 2009, Pages 17-34

  Young, Yin L ^a   White, Joshua A ^a   Xiao, Heng ^b   Borja, Ronaldo I ^a  

^a Stanford University   (United States)

^b Princeton University   (United States)

Author keywords

Coastal slopes; Liquefaction; Tsunami; Wave seabed interaction

Indexed keywords

BOUSSINESQ EQUATION; COULOMB CRITERION; FAILURE MECHANISM; FINITE VOLUME METHOD; LIQUEFACTION; MODEL VALIDATION; MOHR THEORY; NUMERICAL MODEL; SOLITARY WAVE; TSUNAMI; WAVE RUNUP;

EID: 61449151829     PISSN: 18611125     EISSN: 18611133     Source Type: Journal    
DOI: 10.1007/s11440-009-0083-6     Document Type: Article

References (54)

1. AJ Abbo SW Sloan 1995 A smooth hyperbolic approximation to the Mohr-Coulomb yield criterion Comput Struct 54 3 427 441
2. RH Bennett 1978 Pore-water pressure measurements: Mississippi Delta submarine sediments Mar Geotechnol 2 177 189
3. RH Bennett JR Faris 1979 Ambient and dynamic pore pressures in fine-grained submarine sediments: Mississippi Appl Ocean Res 1 3 115 123 10.1016/0141-1187(79)90011-7
4. MA Biot 1941 General theory of three-dimensional consolidation J Appl Phys 12 2 155 164
5. RI Borja 2006 On the mechanical energy and effective stress in saturated and unsaturated porous continua Int J Solids Struct 43 6 1764 1786
6. RI Borja 2006 Conditions for instabilities in collapsible solids including volume implosion and compaction banding Acta Geotech 1 107 122 10.1007/s11440-006-0012-x
7. RI Borja 2006 Condition for liquefaction instability in fluid-saturated granular soils Acta Geotech 1 211 224 10.1007/s11440-006-0017-5
8. RI Borja KM Sama PF Sanz 2003 On the numerical integration of three-invariant elastoplastic constitutive models Comp Methods Appl Mech Engrg 192 1227 1258
9. AGL Borthwick M Ford BP Weston PH Taylor PK Stansby 2006 Proceedings of the Institution of Civil Engineers J Marit Eng 159 MA3 97 105 10.1680/maen.2006.159.3.97
10. Brezzi F (1990) A discourse on the stability conditions for mixed finite element formulations. Comput Methods Appl Mech Eng 82:1-3, 27-57
11. F Carrier HP Greenspan 1958 Water waves of finite amplitude on a sloping beach J Fluid Mech 4 97 109 10.1017/S0022112058000331
12. B Chowdhury GR Dasari T Nogami 2006 Laboratory study of liquefaction due to wave-seabed interaction J Geotech Geoenviron Eng 132 7 842 851 10.1061/(ASCE)1090-0241(2006)132:7(842)
13. MB De Groot M Kudella P Meijers H Oumeraci 2006 Liquefaction phenomena underneath marine gravity structures subjected to wave loads J Waterw Port Coast Ocean Eng 132 4 325 335 10.1061/(ASCE)0733-950X(2006)132:4(325)
14. KR Demars EA Vanover 1985 Measurements of wave-induced pressures and stresses in a sand bed Mar Geotechnol 6 1 29 59
15. SL Dunn PL Vun AHC Chan JS Damgaard 2006 Numerical modeling of wave-induced liquefaction around pipelines J Waterw Port Coast Ocean Eng 132 4 276 288 10.1061/(ASCE)0733-950X(2006)132:4(276)
16. DS Jeng 2003 Wave-induced sea floor dynamics Appl Mech Rev 56 4 407 429 10.1115/1.1577359
17. JA Jimenez OS Madsen 2003 A simple formula to estimate settling velocity of natural sediments J Waterw Port Coast Ocean Eng 129 2 70 78 10.1061/(ASCE)0733-950X(2003)129:2(70)
18. DH Kim YS Cho WG Kim 2004 Weighted averaged flux-type scheme for shallow water equations with fractional step method J Eng Mech 130 2 152 160 10.1061/(ASCE)0733-9399(2004)130:2(152)
19. M Kudella H Oumeraci MB de Groot P Meijers 2006 Large-scale experiments on pore pressure generation underneath a Caisson Breakwater J Waterw Port Coast Ocean Eng 132 4 310 324 10.1061/(ASCE)0733-950X(2006)132:4(310)
20. YH Maeno T Hasegawa 1987 In-situ measurements of wave-induced pore pressure for predicting properties of seabed deposits Coast Eng Japan 30 1 99 115
21. PA Madsen R Murray OR Sørensen 1991 A new form of the Boussinesq equations with improved linear dispersion characteristics. Part I Coast Eng 15 4 371 388 10.1016/0378-3839(91)90017-B
22. W Munk 1949 The solitary wave theory and its application to surf problems Ann NY Acad Sci 51 376 423 10.1111/j.1749-6632.1949.tb27281.x
23. P Nielsen 1990 Tidal dynamics of the water table in beaches Water Resour Res 26 9 2127 2134
24. S Okusa 1985 Measurements of wave-induced pore pressure in submarine sediments under various marine conditions Mar Geotechnol 6 2 119 144
25. S Okusa A Uchida 1980 Pore-water pressure change in submarine sediments due to waves Mar Geotechnol 4 2 145 161
26. Okusa S, Nakamura T, Fukue M (1983) Measurements of wave-induced pore pressure and coefficients of permeability of submarine sediments during reversing flow. In: Denness B (ed) Seabed mechanics. Graham and Trotman Ltd, London, pp 113-122
27. E Oñate MA Celigueta SR Idelsohn 2006 Modeling bed erosion in free surface flows by the particle finite element method Acta Geotech 1 237 252 10.1007/s11440-006-0019-3
28. Ou J, Jeng DS, Chan AHC (2008) Three-dimensional poro-elastoplastic model for wave-induced pore pressure in a porous seabed around breakwater heads. In: Papadrakakis M, Topping BHV (eds) Proceedings of the sixth international conference on engineering computational technology, Paper 1, Stirlingshire
29. R Phillips H Sekiguchi 1992 Generation of water wave trains in drum centrifuge Proc Int Symp Technol Ocean Eng 1 29 34
30. S Sassa H Sekiguchi 1999 Wave-induced liquefaction of beds of sands in a centrifuge Geotechnique 49 5 621 638
31. HA Schäffer PA Madsen R Deigaard 1993 A Boussinesq model for waves breaking in shallow water Coastal Eng 20 3/4 185 202
32. Sekiguchi H, Phillips R (1991) Generation of water waves in a drum centrifuge. In: Proceedings of international conference on centrifuge, Yokohama, pp 343-350
33. JFA Sleath 1970 Wave-induced pressures in beds of sand J Hydraul Div 96 2 367 378
34. BM Sumer C Truelsen J Fredsøe 2006 Liquefaction around pipelines under waves J Waterw Port Coast Ocean Eng 132 4 266 275 10.1061/(ASCE)0733- 950X(2006)132:4(266)
35. BM Sumer AK Ansal KO Cetin J Damgaard AR Gunbak NEO Hansen A Sawicki CE Synolakis AC Yalciner Y Yuksel K Zen 2007 Earthquake-induced liquefaction around marine structures J Waterw Port Coast Ocean Eng 133 1 55 82 10.1061/(ASCE)0733-950X(2007)133:1(55)
36. CE Synolakis 1987 The runup of solitary waves J Fluid Mech 185 523 545 10.1017/S002211208700329X
37. HT Teo DS Jeng BR Seymour DA Barry L Li 2003 A new analytical solution for water table fluctuations in coastal aquifers with sloping beaches Adv Water Resour 26 1239 1247 10.1016/j.advwatres.2003.08.004
38. Terzaghi K (1943) Theoretical soil mechanics. Wiley, New York
39. S Tonkin H Yeh F Kato S Sato 2003 Tsunami scour around a cylinder J Fluid Mech 496 165 192 10.1017/S0022112003006402
40. Toro EF (2000) Shock-capturing methods for free-surface shallow flows. Wiley, New York
41. YT Tsui SC Helfrich 1983 Wave-induced pore pressures in submerged sand layer J Geotech Eng Div ASCE 109 4 603 618
42. Tzang SY (1992) Water wave-induced soil fluidization in a cohesionless fine-grained seabed. PhD Dissertation, University of California, Berkeley
43. Verruijt A (1969) Elastic storage of aquifers. In: Dewiest RJM (ed) Flow through porous media. Academic, New York
44. Y Wei XZ Mao KF Cheung 2006 Well-balanced finite-volume model for long wave runup J Waterw Port Coast Ocean Eng 132 2 114 124 10.1061/(ASCE)0733- 950X(2006)132:2(114)
45. White J, Borja R (2008) Stabilized low-order finite elements for coupled solid-deformation/fluid-diffusion and their application to fault zone transients. Comput Methods Appl Mech Eng 197:49-50, 4353-4366. doi: 10.1016/j.cma.2008.05.01
46. T Yamamoto HL Koning H Sellmeijer E van Hijum 1978 On the response of a poro-elastic bed to water waves J Fluid Mech 87 1 193 206 10.1017/ S0022112078003006
47. Yeh H, Kato F, Sato S (2001) Tsunami scour mechanisms around a cylinder. In: Hebenstreit GT (ed) Tsunami research at the end of a critical decade. Kluwer Academic Publishers, Dordrecht, pp 33-46
48. Young YL, Xiao H (2008) Erosion and deposition processes due to solitary waves over a movable bed. Technical Report 0803, Department of Civil and Environmental Engineering, Princeton University, Princeton
49. Young YL, Xiao H (2008) Enhanced sediment transport due to wave-soil interactions. In: Proceedings of 2008 NSF engineering research and innovation conference, Knoxville, 8-10 January 2008
50. Young YL, Xiao H, Maddux T. Runup and drawdown of breaking solitary waves over a fine sand beach. Part I: experimental modeling. Mar Geol (under review)
51. K Zen H Yamazaki 1990 Mechanism of wave-induced liquefaction and densification in seabed Soil Found 30 4 90 104
52. K Zen H Yamazaki 1991 Field observation and analysis of wave-induced liquefaction in seabed Soil Found 31 4 161 179
53. Zhang JE (1996) Run-up of ocean waves on beaches. California Institute of Technology, Pasadena
54. C Zoppou S Roberts 2000 Numerical solution of the two-dimensional unsteady dam break Appl Math Model 24 457 475 10.1016/S0307-904X(99)00056-6