摘要
系统分析了波浪作用下海底底床中的应力及位移分布 ,考虑了不同加载波参数、弹性模量、饱和度及底床厚度对底床应力分布的影响 ,并计算了不同砂质的土骨架水平位移和垂向位移 ,比较了饱和底床和非饱和底床 ,这些结果可应用于海洋结构物的设计 .
On analysis of the distribution of seabed stresses and soil skeleton displacements due to water waves, the effects of parameters of waves, elastic module, degree of saturation and seabed thickness on the distribution have been considered. Then the horizontal displacement, the vertical displacement of the soil skeletal frame have been calculated for saturated and non-saturated seabed. These results are worth for the design of ocean structure.
出处
《地球物理学进展》
CSCD
2002年第3期437-444,共8页
Progress in Geophysics
基金
国家自然科学基金项目 (196 0 2 0 2 1)资助
