水利水电科技进展2016，Vol.36Issue(4)：20-24,5.DOI:10.3880/j.issn.1006-7647.2016.04.004
波浪加速度不对称性对海床液化的影响
Effects of wave acceleration asymmetry on seabed liquefaction
摘要
Abstract
In order to study the influence of wave acceleration asymmetry on seabed response, a numerical model of wave-induced seabed response was developed based on the Biot theory of poroelasticity, and the model was validated against the measured data from flume experiments. A method of calculating wave pressure boundary conditions on the seabed surface, which considers wave acceleration asymmetry, is introduced. Effects of wave acceleration asymmetry on pore water pressures, effective stresses, and soil liquefaction of the seabed are discussed based on numerical simulation. Results show that wave acceleration asymmetry considerably reduces the peak value of the positive pore water pressure in the surface soil layer of the seabed, modifies the spatial distribution pattern of the pore water pressure, and eventually leads to decreases in both the depth and width of seabed liquefaction.关键词
波浪/加速度不对称/海床响应/孔隙水压力/液化Key words
wave/acceleration asymmetry/seabed response/pore water pressure/liquefaction分类
建筑与水利引用本文复制引用
陈俊东,张弛,隋倜倜,郑金海..波浪加速度不对称性对海床液化的影响[J].水利水电科技进展,2016,36(4):20-24,5.基金项目
国家自然科学基金(51209082,51209083) （51209082,51209083）
江苏省普通高校研究生科研创新计划(#CXLX11 0450) （#CXLX11 0450）
