Effects of variable shear modulus on wave-induced seabed response

Journal of the Chinese Institute of Engineers, Transactions of the Chinese Institute of Engineers,Series A/Chung-kuo Kung Ch'eng Hsuch K'an

Volumn 23, Issue 1, 2000, Pages 109-115

  Lin, Yee Shown ^a   Jeng, Dong Sheng ^a  

^a NATIONAL CHUNG HSING UNIVERSITY   (Taiwan)

Author keywords

Pore pressure; Seabed response; Variable shear modulus

Indexed keywords

BOUNDARY VALUE PROBLEMS; ELASTIC MODULI; INTERFACES (MATERIALS); MATHEMATICAL MODELS; PHYSICAL PROPERTIES; PORE PRESSURE; SEDIMENTS; SHEAR STRESS; STRAIN;

SEABED RESPONSE; VARIABLE SHEAR MODULUS;

SOILS;

EID: 0033882228     PISSN: 02533839     EISSN: 21587299     Source Type: Journal    
DOI: 10.1080/02533839.2000.9670528     Document Type: Article

References (10)

1. Biot, M.A., 1941. “General Theory of Three-dimensional Consolidation,”. Journal of Applied Physics, 12 (2):155–164.
2. Gatmiri, B., 1990. “A Simplified Finite Element Analsysis of Wave-induced Effective Stress and Pore Pressures in Permeable Sea Beds,”. Géotechnique, 40 (1):15–30.
3. Gatmiri, B., 1992. “Response of Cross-anisotropic Seabed to Ocean Waves,”. Journal of Geotechnical and Geoenviromental Engineering, A.S.C.E., 118 (9):1295–1314.
4. Gibson, R.E., 1967. “Some Results Concerning Displacements and Stresses in a Non-homogeneous Elastic Half-space,”. Géotechnique, 17:261–273.
5. Jeng, D.S., 1997. “Wave-Induced Seabed Response in Front of a Breakwater,”. Australia:The University of Western Australia. PhD thesis
6. Rahman, M.S., 1991. “Wave-induced Instability of Seabed:Mechanism and Conditions,”. Marine Geotechnology, 10:277–299.
7. Suzuki, H., Ando, K., Kitahara, M., Badiey, M., and Yamamoto, T., “Shear Modulus Profile Measurement of the Shallow-water Seabed in Japan,”. Proceedings of the International Conference on Geotechnical Engineering for Coastal Development-Theory and practive on soft ground (Geot-Coastal ‘91). Vol. 1, pp. 99–10.
8. Yamamoto, T., 1981. “Wave-induced Pore Pressures and Effective Stresses in Inhomogeneous Seabed Foundations,”. Ocean Engineering, 8:1–16.
9. Zienkiewicz, O.C., and Scott, F.C., 1972. “On the Principle of Repeatability an Dits Application in Analysis of Turbine and Pump Impellers,”. International Journal for Numerical Methods in Engineering, 9:445–452.
10. Zienkiewicz, O.C., and Taylor, R.L., 1989. The Finite Element Method, New York:McGraw-Hill.