Effects of bottom shear stresses on the wave-induced dynamic response in a porous seabed: PORO-WSSI (shear) model

This publication has 25 references indexed in Scilit:

• Failure of a breakwater founded on a thick normally consolidated clay layer
  Géotechnique, 2006
• Finite element modelling for water waves-soil interaction
  Soil Dynamics and Earthquake Engineering, 1996
• Oscillatory soil response and liquefaction in an unsaturated layered seabed
  International Journal for Numerical and Analytical Methods in Geomechanics, 1995
• Wave‐induced soil response in an unsaturated anisotropic seabed of finite thickness
  International Journal for Numerical and Analytical Methods in Geomechanics, 1994
• A unified set of single step algorithms part 3: The beta‐m method, a generalization of the Newmark scheme
  International Journal for Numerical Methods in Engineering, 1985
• Drained, undrained, consolidating and dynamic behaviour assumptions in soils
  Géotechnique, 1980
• On the response of a poro-elastic bed to water waves
  Journal of Fluid Mechanics, 1978
• Implications of gas content for predicting the stability of submarine slopes
  Marine Geotechnology, 1977
• On the principle of repeatability and its application in analysis of turbine and pump impellers
  International Journal for Numerical Methods in Engineering, 1972
• Theory of Propagation of Elastic Waves in a Fluid-Saturated Porous Solid. I. Low-Frequency Range
  The Journal of the Acoustical Society of America, 1956