首页> 外文期刊>Coastal Engineering Journal >ANALYTICAL SOLUTION FOR WAVE-INDUCED SEABED RESPONSE IN A SOIL-WATER TWO-PHASE MIXTURE
【24h】

ANALYTICAL SOLUTION FOR WAVE-INDUCED SEABED RESPONSE IN A SOIL-WATER TWO-PHASE MIXTURE

机译:水-水两相混合物中波浪诱导的静水响应的解析解

获取原文
获取原文并翻译 | 示例
       

摘要

The dynamic response of the seabed to ocean surface waves is treated analytically on the basis of an elastic wave theory in a soil-water mixture. The seabed is modeled as the aggregate of a poro-elastic soil-skeleton with air-containing pore-water, from which a general solution is presented for a homogeneous bed of infinite thickness. Two kinds of compressive waves and one shear wave are shown to exist in the seabed and their phases and attenuation characteristics are clarified. Based on the propagation of these elastic waves, exact solutions for the dynamic response in pore-water pressure and displacements of porous soil-skeleton are derived in physically lucid form.
机译:根据弹性波理论在土壤-水混合物中分析性地处理了海床对海洋表面波的动力响应。将海床建模为具有空气孔隙水的孔隙弹性土壤骨架的集合体,从中提出了无限厚均质层的一般解决方案。示出了海床中存在两种压缩波和一种剪切波,并阐明了它们的相位和衰减特性。基于这些弹性波的传播,以物理清晰的形式得出了孔隙水压力和多孔土壤骨架位移的动态响应的精确解。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号