WAVE-INDUCED POREWATER PRESSURES AND EFFECTIVE STRESSES AROUND BREAKWATER

@inproceedings{Mase1994WAVEINDUCEDPP,
  title={WAVE-INDUCED POREWATER PRESSURES AND EFFECTIVE STRESSES AROUND BREAKWATER},
  author={Hajime Mase and Tetsuo Sakai and Masanobu Sakamoto},
  year={1994}
}

• Hajime Mase, Tetsuo Sakai, Masanobu Sakamoto
• Published 1994
• DOI:10.1016/0029-8018(94)90010-8

Abstract A numerical model is developed to examine a global aspect of wave-induced porewater pressures and effective stresses in a sand seabed as well as those in a rubble mound foundation of a composite caisson-type breakwater and in rubble mound breakwater, where the Biot's consolidation equations are employed. We perform the calculation for the compositev caisson-type breakwater and the rubble mound breakwater under the action of standing waves. From the calculated results the following are… CONTINUE READING

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